View Bid Results For Wind Mill Project Tenders

We found 13 Bid Results related to wind mill project tenders. You can find Contractor details who won wind mill project tenders along with contract details in Bid awards announcements section.

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Showing 1–1 of 13 tenders matching your filters
1.
Petroleum and Natural Gas #9544088 Technical Bid
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.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 6
Delhi View Result →
2.
Public Administrative Department #9483444 Technical Bid
Tender For Beautification Of Verandah, Facade Lighting Base Work Phase-2 At Kaiserbagh Square Under Smart City Project - Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging the surface below it. (S/R) 2 Removing white or color wash by scrapping and sand paperingwithout causing damage to the below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs to scratches etc. complete. (S/R) 3 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. FOR 15 KM (SOR -2020-21) 4 Traditional brick masonry in custom made nanakshahi or lakhori bricks in lime mortar in proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 sand : 1surkhi)Note: The cost may change from region to region due to change in rate of customized bricks. (S/R) 5 Same as above item but for ornamental work ie column and arches (S/R) 6 Repairing ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi:1 Fine sand) (S/R) 7 Stucco Work in lime, surkhi and sand (1:1:1) as per the traditional practices and desing, the mortar should be preparedby grinding mill only. The thickness varies from 10mm to 100 mm as per design. (S/R) 8 Painting of facadein lime and colour wash / artconservator and architect in charge.(S/R) 9 Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish .(S/R) 10 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR-2023/13.62.1) 11 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR-2023/15.25) 12 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (DSR-2023/4.1.8) 13 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.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent. (DSR-2023/11.56.1) 14 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DSR-2023/13.88) 15 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand). (DSR-2023/13.4.2) 16 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm. (DSR-2023/13.48.1) 17 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. (DSR-2023/13.80) 18 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. (DSR-2023/25.1) 19 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone alant, backer rods etc. 20 (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (DSR-2023/8.32) 21 Providing and fixing 12 mm thick frameless toughened glass of approved brand and manufacture, includingnecessary holes etc. for fixing requiredfittings, all complete as per direction of Engineer-in-charge. (DSR-2023/21.18) 22 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). (DSR-2023/21.18) 23 Excavation infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. (DSR-2023/2.8.1) 24 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. (DSR-2023/4.1.8) 25 M-150 brick work in foundation 1 : 6 cement and coarse sand mortar in foundation Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) 26 15mm cement plaster on rough side of single or half brick wall mix 1:5 (1 cement : 4 Coarse sand). (DSR-2023/13.5.1) 27 40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm and below) by laid over baseconcrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips. (Excluding cost of glass strips). (DSR-2023/11.3) 28 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. (M/R) 29 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (DSR-2023/14.23) 30 Add for the addition of temporary drainpipe for working at multiple locations (M/R) 31 Add for Cost of Stopping the course of water through the drain by introducing physical barrier as per Engineer in charge. (M/R) 32 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. 1 opening every 6m. (DSR-2023/16.49) 33 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. 600 mm width X 50 mm depth X 2.0 mm thickness 34 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. 600 mm width X 50 mm depth X 2.0 mm thickness 35 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. 600 mm width X 50 mm depth X 2.0 mm thickness 36 Supplying and installing of Branding and Signage over Aluminium Composite Panel incuding the cost of printing and designing along with graphics and illustrations in font and language of approved size including the cost of suspended frame work from the existing wall. Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge 37 Providing, fabricating and fixing/ erection of 6mm Decorative Metal Pendant Sigange including the cost of Ornamental casted bracket at desired location as per approved drawing and design including Designing along with graphics and illustrations in font and language in tentative size of 450*1200mm or as approved. Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge 38 Supply and fixing of 16 watt spotlight Warm white with Die cast Aluminium Housing painted in wall color ; IP 66 IK 07 with spout for anti glare 635 lumens. Output:Lumens: Various outputs available, depending on the selected LED channel.Efficacy (Im/W): Not specified.LED Channels: Options: 8, 12, 20, 30, 45, 60, 1070 & 520.Electrical: Input Voltage: 100 to 300V AC.Power Consumption: 10 watts (Maximum at full output, steady state).Control Mode: Various options.Interface: Dependent on the chosen control system.Physical:Dimensions (Height x Width x Depth): 176 x 82 x 140 mm.Weight: 1.25 Kgs.Housing Material: High-pressure die-cast aluminum, surface with fluorine carbon spraying.Lens: Toughened Glass.Others:Frequency Range: 50/60Hz.Beam Angle: 100 to 300 degrees.Accessories: Round-Meshed Grill, Honeycomb Grill, Anti-Glare Shield.Luminance in Series: 130.Color Temperature: 3000K/4000K.Vibration Resistance: Yes.Humidity: 10 to 95%. Complete in all respect as approved by Architect by incharge including accessories such as Leader/Jumper cable, connectors, hardware, Packing, forwarding, Handiling, Loading/unloading. (make DarkSpace/Divinity/philips/wipro/halonex/twinkle or equivalent). 39 Supply and Fixing 9-12 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 40 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 4500-6000 Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 41 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. 42 10.00 Sqmm 4 Core 43 25.00 Sqmm 3.5 Core 44 70.00 Sqmm 3.5 Core 45 Supply installation commissioning of following sizes of power and data cable as mentioned: 46 3 x 2.5 sqmm Cu unarmored multistrand 47 5 x 6 sqmm Cu unarmored multistrand 48 4 x 16 sqmm Al armoured 49 3.5 x 95 sqmm Al amrd 50 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properlyconnected with the earth. 51 16 sqmm (503 i) 52 95 sqmm 53 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. 54 4 sqmm (504 a) 55 6 sqmm (504 b) 56 16 sqmm (504 d) 57 95 sqmm (504 i) 58 Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity 59 S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve 60 Cable Entry Junction Boxes IP66 HENSEL cat RefDK0606 61 Cable Entry Junction Boxes IP66 HENSEL cat RefKF3535 B 62 Supply, installation, testing and commissioning of Electrical panel with Servo Bypass for all phases. A compartment having two switches for safekeeping the controller and other necessary equipments
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
3.
Public Administrative Department #9463829 Technical Bid
Tender for the remaining work (development work and electrification work) of Sanskriti School under construction under CG City Scheme, 1 ROAD WORK 2 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. DSR 16.1 3 Construction of granular sub-base by providing close graded Materialspreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. PWD SOR 4 Providing and laying design mix cement concrete of M-30 grade, inroads/ taxi tracks/ runways, using cement content as per designmix, using coarse sand and graded stone aggregate of 40 mm nominalsize in appropriate proportions as per approved & specified designcriteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdyM.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mmdeep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction ofEngineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement content in M-30 is @ 340 Kg/Cum. Excess/Less cement Used as per design mix is separately.DSR 16.43.2 5 Providing and fixing in position pre-moulded joint filler in expansion joints.DSR 16.45 6 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level PWD SOR 504 7 PARKING 8 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.DSR 16.1 9 Construction of granular sub-base by providing close graded Materialspreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. PWD 10 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturers specifications & direction of Engineerin-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 16.91.2 11 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. DSR 16.63 12 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to 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). DSR 16.69 13 DRAIN 14 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.DSR 2.8.1 15 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) : 8 graded stone aggregate 40 mm nominal size)DSR 4.1.8 16 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level DSR 5.33.1 17 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level PWD 504 18 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) DSR 13.7.1 19 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 20 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work DSR 13.61.1 21 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge.DSR 23.9 22 COLUMN UPTO 10 FT 23 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6. 24 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work,including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All works upto plinth level DSR 5.37.1 25 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm per coat DSR 22.23.1 26 RETAINING WALL 27 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. DSR 2.8.1 28 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. 29 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 30 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 31 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). DSR4.1.6 32 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 33 Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 34 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 35 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.37.1 36 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 37 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm per coat DSR 22.23.1 38 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm DSR 22.23.2 39 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. DSR 22.1.1 40 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough Kota stone DSR 22.2.1 41 SKYLIGHT & BRICK WORKS 42 Providing & fixing of roof with multilayer standing seam polycarbonate panel system of 18mm thickness (min) including all standard fixing accessories on top of the supporting structure (paid extra) complete & as per the direction of the engineer in charge. The panels should work on angular daylighting concept with translucent and opaque combination of louvers inside, for better thermal insulations and diffusion of light especially with white and clear combination designed for tropical regions & shading throughout the day for better ambient temperature below the roof. Panels shall have minimum seven layers with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. The entire panel system shall be with a width from min 1200mm. Bigger width and minimal junctions should be preferred for better performance. Panels shall be manufactured with vertical offset standing seam at both sides of the panel. Panels have to be fixed on purlin with snap on connectors with grip lock double tooth locking mechanism and will be secured on MS Structure/ purlins (will be paid separately) with HDSS Fastener and double tooth polycarbonate connector for best stability and having a pull-out load of min 7000N (7KN) tested as per ISO 6892:1998 and IS 1608:2005. Panels cell structure be in truss bridge design or commonly called X structure for better strength and stability. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on polycarbonate panel which have been exposed to UV for a min. of 500 hours as per ASTM G155. Panels shall not have yellowness Index as per ATSMD 1925 of 15 units when tested on a sample exposed to UV for 500 hours as per ASTM G 155. U value shall not be more than 2.0W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cp/ Aluminium U/F profile/ Glazing Bar (all mill finish) for ends as required. Trained and factory authorized layout with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge.Colour: as per approval. 43 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 44 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.4.2 45 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 46 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) DSR 13.5.2 47 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. 48 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 13.46.1 49 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1 50 CHAIN LINK FENCING 51 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. DSR 2.8.1 52 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. 53 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 54 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 55 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) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1 56 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 57 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 58 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.37.1 59 Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 60 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade DSR 16.70.2 61 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 rimer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes DSR 10.16 62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1 63 M.S. GRILL WORKS 64 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding DSR 9.48.1 65 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. Using flats 30x6mm for diagonal braces and central cross piece DSR 10.5.2 66 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 67 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25 68 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1 69 BASEMENT WORK 70 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 6 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 71 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% DSR 2.34 72 Diluting and injecting chemical emulsion for POST-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 E.C. 20% with 1% concentration DSR 2.35.3.1 73 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). DSR 4.1.10 74 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) : 25 mm thick DSR 11.26.1 75 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. 76 BASKETBALL COURT 77 Concrete Base:-Providing and laying of 75 mm thick PCC, 75mm RCC with 6mm bar, spacing 300 C/C as per slope & level specified by concern federation . 78 Synthetic Specification: -Providing and laying of ITF Classified material. 8 layers System Synthetic Acrylic for Synthetic Basketball Court:-(1 layer) Conrete Primer(2 layer) Resurfacer(3 layer) Cushion Rubber(4 layer) Top CoatWhite Line Marking as per standard 79 Basketball pole fix type 6” round pipe , Projection 2*20 Acrylic board 20mm Malaysia with dunking ring (3 spring) 80 Providing and fixing chain link fencing made with vertical pipe of 50 mm & horizontal 40 mm OD MS pipe frame size of 3 m x 3 m with 2”x2” of 10 SWG hot dip galvanized chain link fencing fixed with nut bolt/wire for ms flat patti and complete with all T&P. 81 Providing and fixing of lighting as per details. Nos of pole-4 nos with 20 ft light, Metel halide light 400 wt on each pole. No of MCB-05 ,cable, junction box with complete fit. 82 SPORTS FACILITIES 83 LAWN TENNIS COURT 84 Concrete Base:-Providing and laying of 75 mm thick PCC, 75mm RCC with 6mm bar, spacing 300 C/C as per slope & level specified by concern federation . 85 Synthetic Specification: -Providing and laying of ITF Classified imported material (AcryCoat Made In Europe)8 layers System Synthetic Acrylic for Synthetic Court :-• (1 Layer) Concrete Primer • (2 layers) Acrylic Resurfacer• (3 layers) Cushion • (2 layers) Top Coat•Line Marking 86 Providing and fixing chain link fencing made with vertical pipe of 50 mm & horizontal 40 mm OD MS pipe frame size of 3 m x 3 m with 2”x2” of 10 SWG hot dip galvanized chain link fencing fixed with nut bolt/wire for ms flat patti and complete with all T&P 87 Providing and fixing of lighting as per details. Nos of pole-4 nos with 20 ft light, Metel halide light 400 wt on each pole. No of MCB-05 ,cable, junction box with complete fit. 88 Pole socket type 80*80 mm , thickness (4 mm) with net 89 SKATING RING 90 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.DSR 16.1 91 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-incharge. (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/ recoverableseparately). DSR 16.75 92 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksDSR 10.25.2 93 Painting runway/taxi track/apron marking with adequate nos 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 ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.New work (Two or more coats) DSR 16.47.1 94 HORTRICULTURE AND LANSCAPING 95 Supply and stacking of of good earth at site including royaltyand carriage up to 1 Km DSR 2.2 96 Supply and stacking of sludge at site including royalty and carriage up to 1 Km DSR 2.3 97 Supply and stacking of dump manure from approved source at site including carriage up to 1 Km DSR 2.4.3 98 Rough dressing the trenched ground including breaking of clods DSR 2.5 99 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR 2.6 100 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR 2.7 101 Spreading of sludge, dump manure and or good earth and mixing as per direction of engineer incharge DSR 2.8+2.9 102 Grassing with selection No-1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn. free from weeds and fit for moving and disposal of rubbish as directed DSR 2.10.1 103 Half brick circular treeguard in brick 1.25 m internal dia and of ht 1.20 m above ground and 0.20 m below ground..... DSR 2.15 104 Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. DSR 2.54 105 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR 2.56 106 Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge DSR 7.5 107 Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge DSR 7.24 108 Supply and stacking of Ficus bengalensis (Bargad) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR 7.28 109 Supply and stacking of Ficus elastica Decora (Rubber plant) plant of height 45-60 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.DSR 7.31 110 Supply and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-incharge DSR 7.63 111 Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180- 195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. DSR 7.75 112 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge DSR 2.28 113 Providing and laying Neelgiri/Mexican 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 waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge DSR 2.33 114 Plumbing Detail 115 SANITARY FIXTURES 116 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. DSR 17.1.1 117 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. DSR 17.78 118 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.. DSR 17.80 119 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31 120 Providing and fixing toilet paper holder : C.P. brass DSR 17.34.1 121 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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single holebasinmixer. 122 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. DSR 17.10.1.1 123 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore DSR 18.53.1 124 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore DSR 18.51.1 125 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore DSR 18.16.1 126 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. DSR 17.72 127 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in -charge. MR 128 Providing and fixing of SS coat hook complete in all respect as approved by Engineer In Charge MR 129 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.DSR 17.70.1 130 Providing and fixing of SS grab bar complete in all respect as approved by Engineer In Charge MR 131 Providing and fixing urinal partition chinaware complete in all respect MR 132 Providing and fixing of sink mixer complete in all respect. MR 133 Providing and fixing SS labourtory sink as per detailMR 134 Providing and fixing laboratory sink mixer complete in all respect.MR 135 Providing and fixing drinking water sink complete in all respects MR 136 SOIL , WASTE AND VENT SYSTEM 137 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings: 75 mm dia 138 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings : 100 mm dia 139 Providing and fixing soil, waste and vent pipes-Hubless centrifugally cast (spun) iron pipes as perIS:15905 with stainless steel coupling with EPDM rubber complete in all respectincluding all required fittings : 150 mm dia 140 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Hubless : 100 mm inlet and 100 mm outlet DSR 17.60.1 141 Providing and fixing PTMT grating of approved quality and colour. Circular type. 100 mm nominal dia. DSR 18.58.1.1 142 Providing and fixing floor clean out plug consist of CI bend & GI socket heavy class with Brass cap & key for opening male threaded cap etc. including lead caulked to CI pipescomplete in all respects as per drawing / sample approved by Engineer -in -ChargeFCO (floor clean out plug shall be flushed with floor finish: 100 mm dia/150 mm dia 143 Water Supply system 144 Inside Toilets 145 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 : External work. DSR 18.9 146 15 mm nominal outer dia. Pipes. 147 20 mm nominal outer dia. Pipes. 148 25 mm nominal outer dia. Pipes. 149 Distribution lines 150 Providing and fixing of GI Pipes medium class IS :1239 including all required fittings etc. DSR 18.12 151 20 mm dia. nominal bore 152 25 mm dia. nominal bore 153 32 mm dia. nominal bore 154 40 mm dia. nominal bore 155 50 mm dia. nominal bore 156 65 mm dia. nominal bore 157 80 mm dia. nominal bore 158 100 mm dia. nominal bore 159 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore DSR 18.13.1 160 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal bore DSR 18.13.2 161 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). DSR 18.14 162 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore: DSR 18.17 163 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. DSR 18.17.2 164 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore DSR 18.17.3 165 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore DSR 18.17.4 166 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore DSR 18.17.5 167 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore DSR 18.17.6 168 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore DSR 18.18.1 169 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore DSR 18.18.2 170 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore DSR 18.18.3 171 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 172 Providing and fixing submrsible vertical drainage sump pumps in sumps including all required valve , fittings etc. complete in all respects. Fully auomatic type with level float control.Status (w+s)1 working + 1 stand bysolid hanldling 40 mm size.discharge 5 lps and head-15 mtr 173 Providing and fixing submrsible vertical sewage sump pumps in sumps including all required valve , fittings etc. complete in all respects. Fully auomatic type with level float control.Status (w+s)1 working + 1 stand by solid hanldling 40 mm size.discharge 5 lps and head-15 mtr 174 RAIN WATER SYSTEM 175 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 100 mm dia 176 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 150 mm dia 177 Providing and fixing of HDPE-80 pipes and fittings for rain water pipes complete in all respects. : 200 mm dia 178 Making of 600x600 mm size khurah complete in all respects including water proofing etc. 179 EXTERNAL SEWARAGE AND DRAINAGE 180 GARDEN IRRIGATION 181 Providing and fixing HDPE pipes conforming to IS:4984 PE 63 Class IV (6 kg/sqcm) including all fittings, e.g.couplings, tees, bends, reducers and screwed adoptors, welded joint as per manufacturers recommendations. 182 a) 32 mm O.D. 183 b) 40 mm O.D. 184 c) 63 mm O.D. 185 Providing and fixing uPVC Schedule 40 pipes conforming to ASTM D-1785complete with uPVC Schedule 40 fittings including necessary cutting of pipes, jointing with HDPE pipe with sadddle fitting completewith testing and commissioning of pipe lines : (a) 1 nominal size 186 Providing and fixing 25 mm brass dia quick coupling valve fitting with auto-close lid, SS spring, brass valve, complete in all respects (Harit model HT-71Bor eq.). 187 Providning and fixing bronze ball valve with screwed female/flangedends with stainless steel valve and spindle, glass fileed tefelon seating and gland packing, quarter turn lever operate full bore design, hydraulically tetsed to 20 kg/sqcm 188 a) 25 mm nominal bore 189 b) 40 mm nominal bore 190 a) 50 mm nominal bore 191 Providing and fixing cast iron flanged wafer type butterfly Valve with quarter turn operation complete in all respects confirming to IS:13095 PN1.0: (a) 65 mm dia 192 Constructing masonry chamber 60x60x75 cms inside with 75 class designation brick work in cement mortar 1:5 (1cement : 5 fine sand) for sluice valve with C.I. cover 500x450 mm R.C.C. top slab 1:2:4 mix (1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 mix (1 cement : 5 fine sand and 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 and outside plaster finished rough complete as per standard design. 193 Providing and fixing 15 mm N.B. air release valve alongwith FTA I/c 1 no. ball valve for fixing to HDPE pipeline complete 194 Constructing masonry chamber 60x60x75 cms inside with 75 class designation brick work in cement mortar 1:5 (1cement : 5 fine sand) for sluice valve with C.I. surface box 100 mm top dia 160 mm bottom dia and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 mix (1 cement : 5 fine sand and 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 and outside plaster finished rough complete as per standard design. 195 SEWERAGE 196 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil] : (a) Pipes, cables etc. exceeding 75 mm dia but not exceeding 300 mm dia. 197 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil] : (b)Extra over 1 (a) above for excavation over 1.5 m depth . 198 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (a) 200 mm OD 199 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (b) 250 mm OD 200 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects: (c) 300 mm OD 201 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design. :(a) 200 mm OD 202 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design. (b) 250 mm OD 203 Providing and fixing square mouth S.W. gully trap grade A complete with C.I. Grating brick masonary chamber with bricks of class designation 75 and water & gas tight SFRC Cover with frame of 260x260 mm size clear opening, frame of size 390x390 mm with weight of frame to be not less than 10 Kg and cover of size 300x300 mm with weightof cover not to be not less than 9 Kg as per standard design: (a) 180X 150 mm size P type with F.P.S. bricks of class designation 75 204 Constructing brick masonary chamber for underground C.I. Inspection chamber with and bends with 75 class designation bricks in cement mortar 1:5 (1 cement: 5 fine sand) C.I. Cover with frame (light duty) 455X610 mm internal diamensions, total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg and weight of frame 15 Kg) RCC 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 ( 1cement : 5 fine sand : 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 455X610 mm and 45 cm deep for single pipe line With F.P.S. bricks 205 Extra for depth beyond 45 cm of brick masonary chamber : for 455X610 mm size : With F.P.S. bricks 206 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand)inside cement plaster 12mm thick with cement mortar1:3 ( 1 cement :3 coarse sand ) finished with floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement 3 Coarse sand: 6graded stone aggregate 40mm nominal size) and making necessary channelin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) finished witha floating coat of neat cement all complete as per standard design: 0.91 m deep with SFRC cover and frame ( Heavy duty HD-20 gradedesignation) 560mm internal diameter conforming to IS:12592 total weightof cover and frame to be not less than 182 kg, fixed in cement concrete1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (excavation, foot rests and 12 mm thick cement plaster at the surface shall be paid seperately): with F.P.S. bricks class desigantion 75 207 Extra depth for circular type manhole 0.91 m internal dia (at bottom) with beyond 0.91 m to 1.67 m, withF.P.S. bricks class designation 75 208 DRAINAGE SYSTEM 209 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil]: (a) Pipes, cables etc. exceeding 75 mm dia but not exceeding 300 mm dia. 210 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressingof sides, ramming of bottom depth upto 1.5 M including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed within a lead of 200 m. [All kinds of soil]: (b) Pipes, cables etc. exceeding 300 mm dia. 211 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(a) 200 mm OD 212 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(b) 250 mm OD 213 Providing PVC-U sewer pipes confirming to IS:15328 (SN -10 kN/sqcm) with elastomeric sealing ring socket joints complete in all respects:(b) 300 mm OD 214 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design.: (a) 200 mm OD 215 Providing and laying cement concrete 1:5:10 mix (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of PVC-U pipes including bed concrete as per standard design.: (b) 250 mm OD 216 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement:2 coarse sabd : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 garded stone aggregate 40 mm nominal size) inside and outside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with floating coat of neat cementand making channelsin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) neatly finished witha floating coat of neat cement all complete as per standard design. (All earthwork and plastic foot rests included): (a) Inside size 90X80 cms and 60 cms deep including SFRC cover with frame (heavy duty) 500 mm dia clear opening 217 Constructing brick masonry manhole with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement:2 coarse sabd : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 garded stone aggregate 40 mm nominal size) inside and outside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with floating coat of neat cementand making channelsin cement concrete 1:2:4 ( 1cement : 2 coarse sand :4 gradedstoneaggregate 20 mm nominal size ) neatly finished witha floating coat of neat cement all complete as per standard design. (All earthwork and plastic foot rests included): (b) Inside size 120X90 cms and 90 cms deep including SFRC cover with frame (Extra heavy duty) 560 mm dia clear opening. 218 Extra for additional depth of manholes: (a) Size 90X80 cms beyond 60 cms depth 219 Extra for additional depth of manholes: (b) Size 120X90 cms beyond 90 cms depth 220 Constructing brick masonary chamber for underground C.I. Inspection chamber with and bends with 75 class designation bricks in cement mortar 1:5 (1 cement: 5 fine sand) C.I. Cover with frame (light duty) 455X610 mm internal diamensions, total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg and weight of frame 15 Kg) RCC 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 ( 1cement : 5 fine sand : 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 455X610 mm and 45 cm deep for single pipe line With F.P.S. bricks 221 Constructing brick masonary road gully chamber 50X45X60 cm with bricksof class designation 75 in cement mortar 1:5 (1 cement: 5 fine sand) including 500X450 mm precast RCC horizontal grating with frame complete as per standard design:With F.P.S. bricks 222 Making connection of stormwater lines with existing municipal 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: (a) For pipes 250 to 450 mm diameter 223 FIRE FIGHTING WORKS 224 FIRE FIGHTING 225 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(a) 80 mm dia ( 4.85mm thickness) 226 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(b) 100 mm dia ( 5.40mm thickness) 227 Supply, Installation, Testing and Commisioning in trenches the following sizes of M.S. class `C (heavy class) pipes conforming to IS:1239 with accessories like fittings including tees, elbows, reducers, flanges, rubber gaskets, G.I. nuts, bolts and washers and providing 150mm thick fine sand layer all around the pipe, including excavation in all kind of soil, refilling, ramming and removing the excavated surplus material and making good the same complete as required. Providing protection toembedded M.S pipesandfittingsbywrapping allaround 4mm thick pypkote protection including proper overlaps on joints.:(c) 150 mm dia ( 5.40mm thickness) 228 Supply, Installation, Testing and Commisioning of butterfly valve suitableforworking pressure 15 Kg/Sqcm.& test pressure 30kg/sqcm with flanges, nut bolts&gasketscomplete required.:(a) 100 mm dia 229 Supply, Installation, Testing and Commisioning of butterfly valve suitableforworking pressure 15 Kg/Sqcm.& test pressure 30kg/sqcm with flanges, nut bolts&gasketscomplete required.:(b) 150 mm dia 230 Supply, Installation, Testing and Commisioning of C.I. dual plate wafer type check valve suitableforworking pressureof15 Kg/Sqcm & test pressure 30kg/sqcm withflanges, Nut, bolts & washers, painting etc.completeas required.:(a) 100 mm dia 231 Supply, Installation, Testing and Commisioning of C.I. dual plate wafer type check valve suitableforworking pressureof15 Kg/Sqcm & test pressure 30kg/sqcm withflanges, Nut, bolts & washers, painting etc.completeas required.:(b) 150 mm dia 232 Supply, Installation, Testing and Commisioning of double flanged flexicon expansion joint with unit control of standard length as per maufacturers specs tested to a pressure of 30Kg/Sqcm including rubber gaskets, flanges, nuts, bolts and washers complete as required.:( a) 65 mm dia 233 Supply, Installation, Testing and Commisioning of double flanged flexicon expansion joint with unit control of standard length as per maufacturers specs tested to a pressure of 30Kg/Sqcm including rubber gaskets, flanges, nuts, bolts and washers complete as required.:(b) 150 mm dia 234 Supply, Installation, Testing and Commisioning ofC.I.`Y strainer with bronzeperforatedsheetbasket includingrubber gasket, flanges, nuts, bolts and washers, complete as required.: (a) 150 mm dia 235 Supply, Installation, Testing and Commisioning of SS single head fire hydrant valvewith80 mm N.B.flangedinlet, brass spindal, one no. 63 mm dia femaleinstantaneousoutlet type. G.M. coupling,blank cap, chain. Conforming to IS:5290.Includingtappingfromwet riser complete as required. 236 Supply, Installation, Testing and Commisioning ofHose pipe, 63 mm diaand15mts long, duly reinforced, rubberlined suitable forbrusting pressurenot lessthan22Kg/Sqcm. conformingtoIS 636-1988type A with gun metal heavy dutyinstantaneous type coupling ( Pairmale&femaleparts) conforming to IS 903. Complete as required. 237 Supply, Installation, Testing and Commissioning of63 mm dia instantaneouspattern branchshort SSpipe,16 mmdia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as required. 238 Supply, Installation, Commisioning of standard firemans axe with heavy rubber handle. 239 Supply, Installation, Testing and Commissioning ofinletbreaching havingC.I.bodyfourway SS 63 mm diainstantaneousinlets conforming toIS 903fittedwithnon returnvalves, 25 mm diagun metal drain cock, blank cap, brasschains and 150 mm dia flanges with allaccessories suitableforlocal fire tender complete as required. 240 Supply, Installation, Testing and Commissioning ofSS Fire Brigadeadopter assemblywith150mm diaoutlet,suitableforlocalfire tender complete as required. 241 Supply, Installation, Testing and Commissioning of weather proof cabinet of size not less than0.6 x 0.6 x 0.45 mtr made out of M.S. sheet not less than 1.5 mm thick having central opening and 4 mm thick glazed glass doors (Two nos.)suitably markedon the outside with the letters FIRE HOSE including necessary lockingarrangement and painting in red coloursuitableto accomodate, externalyard hydrant valve, 2 nos15 mtrlongHose pipe, branch pipe, nozzle and fire mans axe. It shall be mounted on boundary wall complete as required. 242 Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required :Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.: Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325.: M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads.2280 lpm at 70 m Head 243 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump): Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.: 2280 lpm at 70 m Head 244 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) : Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.: Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325.: M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.: Suitable cement concrete foundation duly plastered and with anti vibration pads. : 180 lpm at 70 m Head 245 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required : 246 INCOMING:250A, 50kA 4 Pole MCCB, Ics=100% Icu ratingDigital Voltmeter 0-500V with selector switchDigital Ammeter (0-250 A) with selector swtich & CTs etc:LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300AOUTGOING:( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 247 Jockey Pump : 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROL 248 Control for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification 249 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 : 4 way - 150 mm dia M.S. Pipe 250 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. 251 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. 252 FINISHING WORK 253 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, paneling and dash fasteners to be paid for separately) : For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR 21.1.1.2 254 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 EPDM rubber / neoprene gasket required (Fittings shall be paid for separately): Powder coated aluminium (minimum thickness of powder coating 50 micron)DSR 21.1.2.2 255 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides DSR 21.2.2 256 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 5.50 mm thickness: DSR 21.3.2 257 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125x75x4 mm: DSR 9.95.1 258 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm: DSR 9.96.1 259 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm: DSR 9.97.1 260 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm: DSR 9.100.1 261 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.: Twin rubber stopper: DSR 9.101.2 262 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturers specification.: Two or more coats on new work: DSR 13.42.1 263 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -inCharge. (Material shall conform to ASTM 6063). : Floor Joint of 100 mm gap: DSR 5.44.1 264 Providing and fixing of expansion joint system related with wall joint (internal / external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.): Wall Joint of 100 mm gap:DSR 5.45.1 265 Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) : Roof Joint of 100 mm gap : DSR 5.46.1 266 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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. 267 CONNECTING BRIDGE 268 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer allcomplete. DSR 10.2 269 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.: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25 270 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62 271 ROOF SKYLIGHT -18 mm THK POLYCARBONATE SHEET Supply and Installation of polycarbonate multi-layered, Multicell Xfix Connectible modular panel system for, a complete assembly of coextruded UV protected polycarbonate panels incorporated into a complete system. Standing seam polycarbonate panel system of minimum 18 mm thick (Min.) Panels with bigger width will be preferred for reducing number of joints in the roof.Panels shall be with grip lock double tooth lockingmechanism with interlocking connectible connectors running lengthwise at both sides of the panel. Panels shall be fixed on Purlins of MS tructure (will be paid Separately) with self-drilling screws and specialsTrapezoidal Heavy Duty Fastener/ Al- Cleat to ensure a pull-out load of min. 7000N (7KN) testedas per ISO 6892:1998 and IS 1608: 2005. The min width of the panel system shall be 900mm (min.). 272 Panels shall be uniform in color UV protected in combination with seven layers for required lux level, along with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels with morelayers will be preferred for better insulation and improved shading coefficient. Prices includes All accessories including Aluminum profiles with EPDM Gaskets, at alternate edges with taper cutting to achieve the required profile, aesthetics and performance criteria. U value shall not be more than 1.8 Watt/m2K as per EN ISO 1077- 2:2018 and respective third Party test certificate shall be produced before procurement. 273 Panels shall have an X cell structure also called truss bracing design to have more strength and flexibility simultaneously. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G155.Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factoryauthorized labour with supervision to complete the entire panel installation as per drawing and direction of the engineering in charge. 274 LEVELLING 275 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 6 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. SOR 2.31 276 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. SOR 2.32 277 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. SOR 2.33 278 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.: Beyond 60 cm girth upto and including 120 cm girth: SOR 2.33.2 279 EXTERNALELECTRICAL 280 COMPACT SUB STATIONS - 01 (with OLTC) 281 Supply, Installation, testing and Commissioning of 11 kV / 0.415 KV Compact Sub Station(with OLTC)outdoor plinth mounted type designed for natural cooling having type tested equipment comprising distribution transformers, SF6 insulated VCB compact switchgear (RMU) having metal enclosed robotically sealed/welded stainless steel tank , L T Panel, interconnection between HT switchgear & Transformer using single core cables and Transformer to LT switchgear using Al bus bars/Cables factory built / ready for connection type, otherassociated equipment etc. complete as required conforming to detailed specification. 282 The enclosure shall have modular construction usingG.I. sheets and shall be painted with polyurethane paint from the exterior of approved shade. The enclosure for LT switchgear & HT switchgear shall be provided with IP54ingress protection. The transformer compartment will have IP23 ingress protection. Each compartment will be provided with the door and pad locking arrangement. The Compartment illumination lamp with door operated switch shall be provided for each compartment.Transformer compartment door shall be interlocked with HT breaker.The transformer used shall be specially designed for low losses and shall be hermetically sealed & with corrugated tank. 283 The L T ACB shall have inbuiltmicroprocesor based Over load protection (L), Short Circuit protection (S), Instantaneous Short Circuit protection (I), Earth Fault protection (G), Shunt Trip releases with Ics=Icu=Icw=50 KA for 1 sec, fully rated at 50 deg C ambient temperature with all standard accessories i.e. auxillary switch with 4NO + 4NC contacts, cradle, handle, safety shutter in confirmity with IS:60947 284 L T Panel BUS : 415 Volts, 3 phase 50 HZTPN high conductivity electrolytic Aluminium bus bar of suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on shrouds for joints. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above design ambient temperature of 50 deg C. 285 The Transformer losses should confirm to IS - 1180 Part-1 (2014) efficiency Level - 2[ 1.86 KW at 50% load & 5.3 KW at 100% load shall not exceeds by 5.0% of the maximum total loss values. 286 The combination of CSS shall be as per details below:- 287 (a) Supply of 3 way 11kV ,3Phase, 50Hz, 3 wire , earthed neutral, Indoor type floor mounted, non extensible, having hinged arc proof cable doors, breaking capacity 18.4 kA,VCB Ring Main Unit enclosed in robotically laser welded stainless steel tank having IP67 degree of protection consisting of following:- 288 (i) 1 Nos. 630Amps Fault making load breaking spring assisted SF6 Ring Switches, fitted with fixed type voltage indicator device as per IEC 61958 along with associated sensor and fault passage indicator.(ii) 2 No. 630Amps tee off spring assisted type vacuum circuit breaker unit with self powered series trip microprocessor based numericalover current and Earth faultrelay for protection, fitted with fixed type voltage indicator device as per IEC 61958, along with associated sensor and fault passage indicator and ring core type protection Current transformer along with LV compartment with Ammeter with selector switches.(iii)Air Insulated Metering panel connected along with above unit , 18.4 kA , 630 amps, having Potential transformer,connected jumpers / Bus Bar, LV Compartment to incorporate Votmeter andEnergy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI as per the requirement (at incoming VCB) (Please refer SLD). 289 (b)1 No. 11 KV/415 V, 630 KVA three phase (with %Z is 4.5%) , 50 HZ, DYn11, +10% to -10%in 2.5% equal steps ON LOADTAP CHANGER (OLTC), oil cooled, outdoor mounting type, hermitically sealed, corrugated wall design low loss transformer with Cu winding and standard fittings.(minimum 240 Sq MM HT (E) XLPE AL cable are used for the connectivity between transformer &HT Breaker) 290 LT Bus Bars : 1000 AMP,500 Volts, 3 phase 50 HZTPN. The current density of bus bar shall not exceed1.0 sqmm / Amp 291 Neutral Bus : - Separate 2 nos 32 x 6 mm Copper insulated strip (with conductivity mim 99%) directly connected from neutral point of transformer. 292 (c )Incoming cum Outgoing - 415 VoltL.T. breaker Panel having 1000 Amp FP ACB, 50 kA fixed type, with microprocessor based O/L, E/F, S/C, Inst. S/C releases with CT/PT, ammeter with ASS, Voltmeter with VSS, PF meter, Hz meter, energy enalyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI,phase indicating lamps, On/Offf/Trip indication. 630 KVA Compact Sub Station. 293 DIESEL GENERATING SET 294 Supply, Installation, testing and Commissioning ofSilent type Diesel Generating Set at 0.8 PF, 415 Volts, 50 cycles per second, 1500 rpm, 3 phase, suitable for parallel operation / PLC based synchronization / PLC based load manager, 0.85 load factor including circuit breaker for isolation, sound proof acoustic and weather proof enclosure, residential type silencer (as per CPCB norms-2) fabricated out of CRCA sheet of 16 SWG thickness with 9 tank pretreated before powder coating with ventillation system complete in all respects comprising of the following. 295 Diesel Engine suitable for driving alternator of above rating, compression ignition, 4 stroke cycle, Radiator cooled, turbo charged, battery starting, 1500 RPM, suitable for above output of alternator at 40oC, 50% RH & at 210 M MSL and confirming to BS 5514, BS 649, IS 10000, capable of taking 10% overloading for one hour after 12 hrs of prime continuous loading, complete with all the accessories i.e. tachometer with hour meter, flexible coupling with guard, crank case of steel, crank shaft, conncting rods, electronic governing system, dynamically balanced flywheel, air intake manifold, Air cleaner, anti vibration pads, starter motor, including all other accessories required to complete the system. 296 Instrument Panel - Engine mounted Instrument Panel fitted withand having digital display for followings : 297 Start stop switch with keyWater temperature indicationLubrication oil pressure indication.Lubrication oil temperature indication.Battery charging indicationRPM indicationOver speed indicationLow Lube oil trip indicationEngine hours indication 298 Alternator- Synchronous Alternator of above capacity at 0.8 PF, 3 phase, 415 volts, 50 cycles, 4 wire, 1500 RPM, suitable for operation at 40 deg C, 50% RH & at 210 meter above MSL, capable of taking 10% overlioading for one hour after 12 hrs of prime continuous loading, brushless, self excited, self regulated through AVR, continuous duty confirming to IS 4722, BS 2613 suitable for tropical conditions, class H insulation, including terminal box suitable for cable termination as required. 299 Note : - Alternator should have with all other accessories as per specified in Technical specfications. 300 Base Frame - Both the engine and alternator shall be mounted on suitable base frame made of MS channel which shall be installed on cement concrete foundation and vibration isolating arrangement as per recommendations of manufacturer.Inbuilt Fuel tank ofstandard capacity complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, fuel transfer system for automatic fuel refilling system with pump, piping, valves, level indicators etc. complete.Daily service Fuel tank of990 liters capacity fabricated out of 2 mm thick MS sheet complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, provision for fuel transfer system,level indicators and all standard accessories etc. as required.Exhaust Silencer - Exhaust manifold with residential silencer.The D G set should be supplied with required hardware for external PLC based auto load management system.Starting system - 24 Volt DC starting system comprising of starter motors : voltage regulator and arrangement for initial excitation complete with 12/24 Volts suitable nos. lead acid type batteries of suitable AH.Ventillation System - Arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per standard specifications. 301 550 KVA 302 Supply, Fixing, testing and Commissioning of Exhaust gas piping system ofClass `B MS pipe as per IS:1239 for upto 150 mm dia and for 200 mm dia & above MS pipe as per IS:3589 with welded joints, cut to required lengths with necessary bends, fittings, flanges, painting over primer coat, with mineral wool / rock wool insulation of minimum 75mm thick of 150 Kg per cu M density on all sides of exhaust pipe, with chicken mesh wrapping and 26 SWG aluminium sheet cladding complete as required. The aluminum foil should be tightly cladded to insulation surface of pipe. The aluminum cladding shall be locked with sheet metal screws with other sections of aluminium foil.The measurement shall be doneon the basis of centre line. (Stack height should be in accordance with emission regulations of CPCB, which will gowell above the top most terrace) The exhaust piping system should be suitable for upto 550oC temperature, the surface temperature of exhaust pipe shall not exceed more than 60oC. (The rates are exclusive of support structure) (Note - Final size of exhaust pipe will beconfirmed by the DG vendor after calculating the actual back pressure and submit the same to client / consultant for approval): 300 mm dia (wall thickness - 4.85 mm) (for 625 KVA DG sets) 303 Supply & fixing of SSBellow of following diameter : 300 mm dia(for 500 KVA DG sets) 304 Supply & fabrication ofD G exhaust pipe supports by M.S angle iron of size not less than 100 x 50 mm x 6/8 mm duly grouted in the wall through minimum 8 mm thick plate and with suitable MSangle / channel iron structure. The entire MS support structure should be painted by 2 coats of anti corrosive paint over primer coat of approved shade and make. The design of support to be duly approved by the Structural Consultant / Architect before fabrication and installation. 305 FUEL PIPING 306 Providing and fixing in position the following MSpipes classC (As per IS : 1239) cut to required lenghts and installed with screwed joints including providing and fixing in position the necessary fittings like elbows, tees and reducers, sockets, MS supports and accessories including digging and refilling earth where required for buried pipes / suspended from ceiling including pipe hanger / clamped from wall including hardware complete as per site requirement.: 25 mm NB MS pipes (IS: 1239, 4.0 mm thick) 307 Providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 10 kg/sqcm suitable for HSD complete.:25 mm nominal bore 308 Supply, installation, testing and commissioning of Fuel Level sensor (for Low & high level) 309 MAIN LT PANEL & SUB DISTRIBUTION PANELS 310 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings,instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete withsuitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 311 INCOMING-800 Amp. MCCB-1 Nos.OUTGOINGS -1 nos. 200 AMPS TP MCCB. (25 KA)2 no. 100 AMPS TP MCCB. (25 KA)2 nos. 63 AMPS TP MCCB. (25 KA)1 nos. 200 AMPS TP MCCB. (25 KA) (for spare)1 nos. 100 AMPS TP MCCB. (25 KA) (for spare)1 nos. 63 AMPS TP MCCB. (25 KA) (for spare) 312 AUTOMATIC POWER FACTOR CORRECTION PANEL(CAPACITOR PANEL) 313 Supply, Installation, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical type 200 KVAR A P F C Panel consisting of 5 / 10 / 15 / 20 / 25 / 50 KVAR at 415 Volts (rated voltage of bank shall be 440 Volts) capacitor units in tier formation, housed in an integrated cubicle type automatic switching ON and OFF control panel, floor mounting, dust &vermin proof, front operated construction, enclosure class - IP 52, powder coated after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 2.5 sq. mm. copper wires, ckt labels etc. The Aluminium Bus Bar shall be of suitable length, 500 volts, 3 phase 50 Hz TPN, electrolytic aluminium as per IS 8623All outgoings MCCBs shall be thermal-magnetic based with inbuilt O/L & S/C release.All MCCBs shall be Ics = 100% Icu, with rotary handle & pad locking arrangement, with adjustable O/L & S/C trip setting as per load requirement. All TP MCCB shall be with heavy duty solid isolable neutral link. The breaking capacity specified is Ics value. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, selector switches, CTs, PTs, etc 314 Capacitor duty contactors should be used for switching individual capacitor banks.The fault withstanding capacity of panel & its control gear shall be min. 25 KA rms for 1 sec.Each section of capacitor panel shall have Verticle hood & exhaust fans for ventilation purpose.The capacitor panel shall be integrated with the main L T Panel as per schematic diagram 315 INCOMINGIncomer circuit breaker has been included in the main panel.1 set- 3 CTs , ratio 600/5A Class 1.0 accuracy 15 VA burden formetering.1Nos- (0-600A) digital Ammeter with selector switchMicro processor based automatic power factor control relay (3phase) (including power factor meter) in 9 steps for automaticcut off or add on capacitor units to keep the power factor at0.95 with variation of loads. All associated auxiliary contactors /relays shall be provided with in the scope of work.Phase indicating lamps with HRC fuses, and indicating in eachcapacitor chamber unit to indicate On/Off status of capacitorunit.BUS BARS600 AMP, 500 Volts, 3 phase 50 HZ TPN high conductivityelectrolytic Aluminium bus bar with conductivity on min 57 to58% of suitable length, SMC / DMC supports, with colourcoding and insulated by heat shrinkable sleeves and clips onshrouds for joints. The current density of bus bar shall beminimum 1.0 sq mm / amp.The Maximum allowable temperature for the Bus bar to berestricted to 85 deg C. The temperature rise should berestricted to 35 deg C above ambient temperature. 316 OUTGOINGS -2 nos. of 125 AMPS TPN 25 KA MCCB and 150 amps AC3 dutycontactor with 50 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.2 nos. of 63 AMPS TPN 25 KA MCCB and 80 amps AC3 dutycontactor with 25 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 63 AMPS TPN 25 KA MCCB and 80 amps AC3 dutycontactor with 20 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 40 AMPS TPN 25 KA MCCB and 50 amps AC3 dutycontactor with 15 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 32 AMPS TPN 25 KA MCCB and 40 amps AC3 dutycontactor with 10 KVAR heavy duty MPP type at 415 Vcapacitor bank (rated Voltage 440 Volts) , auto-manual selectorswitch, start stop push button for manual operation includingon/off indicating lamps and delay timer complete.1 no. of 16 AMPS TPN 25 KA MCCB and 20 amps AC3 dutycontactor with 5 KVAR heavy duty MPP type at 415 V capacitorbank (rated Voltage 440 Volts) , auto-manual selector switch,start stop push button for manual operation including on/offindicating lamps and delay timer complete.1 SET 200 KVAR CAPACITOR PANEL 317 Electrical Panel-1 (Block-1)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamberetc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 8 nos.40 AMP MCCB 8 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 318 Electrical Panel-2 (Block-2)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving andmounted on non hygroscopic supports such as CMC/BMCsupport withdeteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.INCOMING-200 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 5 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 319 Electrical Panel-3 (Block-3)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and otherparameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018 813 (E)INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 8 nos.40 AMP MCCB 8 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 320 Electrical Panel-4 (Block-4)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/ 812 (C)INCOMING-200 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 6 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 321 Electrical Panel-5 (Block-5)Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/813(E)INCOMING-400 Amp. MCCB-1 Nos.OUTGOINGS -100 AMP MCCB 2 nos.63 AMP MCCB 6 nos.40 AMP MCCB 6 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 322 Lighting Panel for Basement :Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018 / 811 (C)INCOMING-100 Amp. MCCB-1 Nos.OUTGOINGS -63 AMP MCCB 2 nos.40 AMP MCCB 5 nos.63 AMP MCCB 1 no. (spare)40 AMP MCCB 1 no. (spare) 323 UPS O/G Panel:Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall beseparate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as perIS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMCsupport with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. SOR-2018/811 (C)INCOMING-100 Amp. MCCB-1 Nos.OUTGOINGS -63 AMP MCCB 2 nos.40 AMP MCCB 2 nos.40 AMP MCCB 18 no.25 AMP MCCB 18 no.40 AMP MCCB 1 no. (spare)25 AMP MCCB 1 no. (spare) 324 CO2 Gas Flooding System For Main LT PanelSupply, installation, testing and commissioning of Polymer Tube Detection based CO2 Gas Flooding System For Main LT Panel, Consisting of the following components: CO2 Cylinder, 4.5 kg capacity, complete with all necessary CO2 Gas, fittings, support and accessories, connected with Valve (with manual release facility). 325 CO2 Cylinder, 2.5 kg capacity, complete with all necessary CO2 Gas, fittings, support and accessories, connected with Valve (with manual release facility). 326 Filling adopter 327 D/I Adopter for converting the indirect valve to function as Direct System. 328 FET End of Line adapter with Pressure gauge for Automatic fireuppression tube used for fitting at the end of the tube for pressurizing and re pressurizing the tube. Fitting made by brass (plated / unplated), Stainless steel, Elastomeric Sealings, Copper Nickle plated, Temperature range TS -20 Deg C till + 60 Deg C, Maximum working pressure 25 Bars, made as per PED Pressure Equipment Directives. 329 Pressure Switch to monitor Pressure drop in the tube, switchpoint 11 Bars. 330 Flexible Polymer Detection Tube made by special modified Polyamide (PA), Color Red, High grade quality, UV Stabilized, Inner diameter 4mm, Outer Diameter 6 MM, Melting Point approx. 220 degrees Celsius when heating up with 10 K/minute, Steady load tested upto max. 80° C. The lowest operating temperature is stipulated at minus 40°C. Service Pressure 20 Bar, Burst Pressure at 20 Deg C approx 120 Bars, Release Temperature : Rapid heat increase in temperature at 20 bars pressure approx 150 Deg to 180 Deg C (Without Flame) 331 Master Control Unit for connecting each system with electronic hooters and productivity input to Scada /Fire Alarm system including all necessaries +electrical wiring to make each entire system functional.(Indeginous) 332 Containing all required fitting and fixing 333 Installation & Commissioning Charges includes complete setup of the system, Installation of Cylinders on specially designed brackets, Laying of sensor tubes using tube attachments and Cable ties, fixing end of line plugs and end of line adapters, pressurizing tube @ 15-18 Bars using Nitrogen pressurizingagent. 334 Supplying and fixing and connection of the following rating, four Pole MCCB (25 KA), 415 volts, at the incomer / outgoing in seperate enclosure, complete with connections, testing and commissioning etc. as required : 100 AMP FP MCCB (25 KA) micro processor based. 335 (VI) INVERTORSupply, installation, testing and commissioning of on lineUPS with builtin parallal redundancy, as per following detailsTechnology : Micro processor based controls, True on line,Double conversion type, should have cold start facility.Input :- (mains / local D G set compatibility)a) Voltage : 415 V / 3 Phaseb) Voltage Variation : - 20% to + 20%c) Input Frequency : 50 Hz.d) Frequency Variation : + 10%e) Automatic phase sequence correction facilityOutput :-a) Voltage : 230 V / 1 Phase, 415 V / 3 Phaseb) Voltage Variation : + 1%c) Frequency Variation : 50 Hz. + 0.1%Overall Efficiency : > 90%Charger : Should have built in charger to suit systemrequirement.Battery type : Sealed Maintenance Free - SMF (Global Yuasa /Exide)Battery Backup = 15 min.External battery backup will be usedDisplay : Should have LCD display with event logging facility.Upgradeability : Should be upgradeable to work as parallelredundant UPS in load sharing mode.Software Communication : Should have SNMP (Simple NetworkManagement Protocol) compatibilityRating : 30 KVA 336 SUB-HEAD - 1 : S/F MODULAR TYPE SWITCH / SOCKET & SUBMAINS 337 Supplying & fixing suitable size Gl box with modular plate and cover in fronton 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.DSR 1.57 338 Wiring for circuit/ submain wiring along with earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired. DSR 1.14 339 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (DSR 1.14.4) 340 2 X 16 sq. mm + 1 X 6 sq. mm earth wire(DSR 1.14.6) 341 4 X 6 sq. mm + 2 X 6 sq. mm earth wire(DSR 1.14.9) 342 4 X 10 sq. mm + 2X6 sq. mm earth wire(DSR 1.14.10) 343 SUB-HEAD - 2 : DISTRIBUTION BOARDS & CIRCUIT BREAKERS 344 S/F of surface / flush mounting SPN Distribution board with additional metal door without MCB complete in all respects as directed at site by Engineer-in-charge. a) 12 WAYS CAT A (UPSOR 1025(A) 345 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. (a) 4 WAYS CAT A (UPSOR 1026 (A) 346 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. 6 WAYS : CAT A (UPSOR 1027(A) 347 S/F of surface/flush mounting TPN distribution board with additional metal door without MCB complete in all respect as directed at site by Engineer-in-charge.. : 8 WAYS: CAT A (UPSOR UPSOR 1028(A) 348 Supply & fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) : CAT A(UPSOR 1002 349 Supply & fixing of 63 Amp DP MCB (10 KA) :CAT A : UPSOR 1011 350 S/F of 63 amp FP MCB (10 K.A.) :CAT A : UPSOR 1020 (A) 351 S&F and making connection of 63A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.UPSOR 394 352 S&F and making connection of 63 Amp. 4 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. UPSOR 398 353 Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. UPSOR 1109 354 S&F single pole MCB blanking plate UPSOR 1034(B) 355 SUPPLY AND LAYING OF CABLES & ACCESSORIES 356 Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor byclamps etc UPSOR (501) 357 6 sqmm 3 core 358 10 sqmm 4 core 359 16 sqmm 4 core 360 25 sqmm 3 1/2 core 361 35 sqmm 3 1/2 core 362 50 sqmm 3 1/2 core 363 95 sqmm 3 1/2 core 364 120 sqmm 3 1/2 core 365 150 sqmm 3 1/2 core 366 185 sqmm 3 1/2 core 367 240 sqmm 3 1/2 core 368 300 sqmm 3 1/2 core 369 deduct in above item when cables is passed through G.I/M.S. or Hume pipe in road crossing or along the wall.The cost of the G.I. pipe,hume pipe is to be extra when and where required. 370 Supply fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge (UP SOR 504) 371 6 sqmm 372 10 sqmm 373 16 sqmm 374 25 sqmm 375 35 sqmm 376 50 sqmm 377 70 sqmm 378 95 sqmm 379 120 sqmm 380 150 sqmm 381 185 sqmm 382 240 sqmm 383 300 sqmm 384 Supply and fixing brass nickle plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor UPSOR 503 385 6 sqmm 3 core 386 10 sqmm 4 core 387 16 sqmm 4 core 388 25 sqmm 3 1/2 core 389 35 sqmm 3 1/2 core 390 50 sqmm 3 1/2 core 391 95 sqmm 3 1/2 core 392 120 sqmm 3 1/2 core 393 150 sqmm 3 1/2 core 394 185 sqmm 3 1/2 core 395 240 sqmm 3 1/2 core 396 300 sqmm 3 1/2 core 397 Supply of ISI marked Copper conductor PVC insulated cable as per IS 1554 armoured, served, sheathed 1100 volts grade. : 25 sqmm 1 core 398 Laying and testing of aluminium / copper conductor cable PVC / XLPE insulated armoured, served, sheathed 1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitable size or on existing cable tray or inside existing RCC / HDPE DWC pipe complete in all respect .The armouring of the cable shall be properly connected with the earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) / end terminations to the cable leads, insulating with tape and making connections with brass / nickle plated flame proof double compression glands, providing cable tags complete in all respect upto the satisfaction of Engineer-incharge. (The supply of terminations and glands shall be under seperate item): (a) 25 sqmm 1 core 399 Supply and laying of ISI marked Copper conductor PVC insulated control cable as per IS 1554 PVC sheathed 1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. of suitable size or on existing cable tray complete in all respect .The armouring of the cable shall be properly connected with the earth conductor including fixing of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections complete in all respect including end termination, double compression glands, supply of clamps, lugs, tape etc complete upto the satisfaction of Engineer-incharge. Armoured 400 6 x 2.5 sq mm armoured (DG to Main LT panel interfacing) 401 12 x 2.5 sq mm armoured (2 runs DG controlling) 402 12 x 2.5 sq mm armoured ( For Transformer contro wiring) 403 2 x 4 sq mm armoured (for Battery charging) 404 Supply of 3 core stranded aluminium conductor 11 KV grade XLPE (E) (Cross linked Polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cable confirming to IS : 7098 (part II with latest amendments) a) 240 sq. mm 3 core 405 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of grade exceeding 1.1 KV but not exceeding 11 KV of following size in the existing masonry open duct etc. as required.a) Size exceeding 120 sq. mm. But not exceeding 400 sq. mm. 406 Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required. a) 240 sq. mm 3 core 407 Supplying and making Outdoor cable end termination with heat shrinkable jointing kit complete with all accessories includinglugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required. a) 240 sq. mm 3 core 408 CABLE TRAY 409 Supply and erection of Perforated type cable trays made out of prefabricated Galvanized sheet steel including tees, bends, crossings, reducers, couplings to be laid in cable trenches or installed over head on wall or hanged from ceiling including all neccessary supports, brackets at every 1500 mm c/c, grouting, levelling, suspention and fixing arrangements, dash fastners, G.I. nuts & bolts complete in all respects.: The support for 1000mm, 900 mm and 750 mm wide cable tray will be by 50 x 50 x 6 mm MS angle, for 600mm and 450 mm wide cable tray will be by 40 x 40 x 5 mm MS angle, for 300mmwide cable tray will be by 32 x 32 x 5 mm MS angle, for 150mmwide cable tray will be by 25 x 25 x 4 mm MS angle. 410 900 mm (W) X 50 mm (H) X 2 mm (T) 411 750 mm (W) X 50 mm (H) X 2 mm (T) 412 600 mm (W) X 50 mm (H) X 2 mm (T) 413 450 mm (W) X 50 mm (H) X 2 mm (T) 414 300 mm (W) X 35 mm (H) X 1.5 mm (T) 415 150 mm (W) X 35 mm (H) X 1.5 mm (T) 416 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplersetc. 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.. 417 90 mm dia (OD-90 mm & ID-76 mm nominal) (DSR 14.16.2) 418 160 mm dia (OD-160 mm & ID-135 mm nominal) DSR 14.16.4) 419 MISCELLANEOUS ITEMS EXTERNAL ELECTRICAL 420 Providing and fixing M.V. danger notice plate of 200 mm x 150 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required . DSR 2.21) 421 Providing and fixing H.V. danger notice plate of 250 mm x 200 mm made of mild steel, 2 mm thick and vitreous enamelled painting white on both sides, and with inscription in single red colour on front side as required . DSR 2.22 422 S/F of shock treatment chart (prescribed under I.E.rules) duly framed with glass and supported from back with hard board with supply of all material labour T & P etc for proper completion of work. (Approx front area = 1.20 sq M) UPSOR 1134 423 Supply and fixing of Fist aid box as approved by Indian red cross conforming to IS : 2217. 424 Supply of rubber gloves of 11 KV grade as per IS : 4770. 425 Supply and fixing of cable route maker as directed by Engg-incharge. UPSOR 505 426 Supply and laying of 1800 mm x 900 mm x 20 mm thick chequered rubber matting of tested quality. to withstand 30 KV dielectric strength as per IS 15652 complete in all respects. (For LT Panels) UPSOR 1136 427 Supply and laying of 1800 mm x 900 mm x 20 mm thick chequered rubber matting of tested quality to withstand 45 KV dielectric strength as per IS 15652 complete in all respects. (For 11 KV Panels) UPSOR 1136 428 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required.a) 300 mm dia. DSR 14.14.4 429 Supply and erection of pregalvanized Ladder type cable trays made out 25mm x 75mm x 25mm x 2.5mm GI Section all along (as runner) and 20mm x 30mm x 20mm x 2.5 mm GI Section (as rungs) at every 250mm interval c/c including tees, bends, crossings, reducers, couplings to be laid over head on wall or hanged from ceiling including all neccessary supports, brackets (50x50x6 MS Angle) at every 1500 mm c/c, grouting, levelling, suspention and fixing arrangements, dash fastners, G.I. nuts &bolts complete in all respects. 430 900 mm (W) X 75 mm (H) 431 750 mm (W) X 75 mm (H) 432 EARTHING 433 BODY / SAFETY EARTHING (FOR BODY OF ALL ELECTRICAL EQUIPMENTS LIKE RISING MAINS, TRANSFORMER, DG SETS,LIFTS ETC. 434 Maintenance Free Earting : - Supply of Low carbon high tensile Copper Bonded Ground rods having min 250 micron of copper coating . The diameter of Rod should be 19 mm with the length of 3000 mm . The ground rod should be UL approved and tested from CPRI. The earthing include 400 mm square C.I. frame with hinged cover, masonry housing including excavation and back filling.The Rod should be surrounded with Earth Enhance compound of 25 Kg tested as per IEC 62561-2 for the rod & IEC 62561 -7 for compound. (borh are of same manufacturer) Exothermic welding shall be used for connection between main electrode (copper bonded rod) and copper strip of size 32 x 6 mm. Further GI strips from equipments shall be connected to Copper strips by means of special bi-matellic connector (i.e. stainless steel). please refer submitted drawing. 435 Providing & fixing 25mm x 5mm G.I. strip on surface, in recess or in ground including connections etc. as required (LT Panel,Cable Trays & Elevator). DSR 5.15 436 Providing & fixing 32mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required (Pig tail) UPSOR 717 437 Providing & fixing 50mm x 6mm G.I. strip on surface, in recess or in ground including connections etc. as required (SubstationGrid) 438 NEUTRAL EARTHING 439 Maintenance Free Earting : - Supply of Low carbon high tensile Copper Bonded Ground rods having min 250 micron of copper coating . The diameter of Rod should be 19 mm with the length of 3000 mm . The ground rod should be UL approved and tested from CPRI. The earthing include 400 mm square C.I. frame with hinged cover, masonry housing including excavation and back filling.The Rod should be surrounded with Earth Enhance compound of 25 Kg tested as per IEC 62561-2 for the rod & IEC 62561 -7 for compound.(borh are of same manufacturer) Exothermic welding shall be used for connection between main electrode (copper bonded rod) and copper strip of size 32 x 6mm. please refer submitted drawing. 440 Providing & fixing 32mm x 6mm insulated Copper strip on surface, in recess or in ground including connections etc. asrequired. 441 SOLAR PLANT 442 ON-Line Solar Photovoltaic system plant including suitable rating Poly crystalline Silicon PV Modules having a efficiency of minimum 15% (without any power export arrangement), String combiner box, DC Distribution board etc. complete as required. Scope of work also includes supply, installation of GI structure, (80 micron) in suitable section complete with all accessories and hardware including civil work as required at site for mounting PV panels.: 15 kWp SET 170 415 V, 3 phase, 50 Hz AC power string inverter (Grid intractive) with stand & all protection and controls having overall efficeiency of not less than 95%. : 15 kWp (nominal) SET 171 AC distribution board made of 2 mm CRCA sheet, power coated having IP55 degree of protection (for indoor installation) for terminating 415 V, 3 phase, 50 Hz power suppled from inverter complete height with following multifunction: - Digital multifunction meter (EM 6400 of Schnieder or equal) - 40 Amp TPN MCB (10 KA) - Phase indicating lamps. SET 1Lighting Arrestor SET 1Surge Protector SET 1 443 STREET / EXTERNAL LIGHTING 444 Supply & fixing of 20 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 4 mm. Top dia minium 150 mm, Bottom dia 410 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 8 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.(UPSOR 653) 445 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.Category AAA (UPSOR 1455) 446 Supply and fixingof LED Street light Fitting having die cast aluminium body and diffuserwith driver set suitable for 45 watt to 50 Watt. Confirmingto IP 65 and above protectioncomplete in all respect.Category AAA (UPSOR 1443) 447 Supply and fixingof 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminiumbody with drive set . Confirming to IP 65 and above Protection complete in all respect.Category AAA (UPSOR) MR 448 Supply and fixingof 3 Watt to 4 Watt LED Spot/Spike light Confirming to IP 65 and above Protection complete in all respect. Category AAA (UPSOR 1441) 449 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 and above protection complete in all respect.Category AAA 450 Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Single arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation,excavation & back filling and Required T&P completee in all respect. 451 Supply installation, testing and commissioning of 3x2.5 sqmm flexible fire retardant copper connecting wire of required length from MCB in cable junction box of pole to luminaire along with MCB & Connector complete as required. 452 Supply & burrying of 40 mm dia x 4.50 m long G.I. pipe vertically for earthing having 12 mm dia holes spaced 75 mm apart drilled upto 2 meter brom the bottom complete with one earthing lead of no. 6 to 8 SWG G.I.wire in 15 mm dia. GI pipe upto switch board (from apron to switch mm dia. GI pipe upto switchboard (from apron to switch board the cost of GI pipe & GI wire will be extra), 300 mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect. 453 Supply & burrying of 600mm x 600 mm x 6.0 mm G.I. plate, vertically for pole earthing with its top at least 3 m below ground level complete 20mm dia. G. I. pipe and funnel for watering and one earthing lead of no. 8 to 10 SWG G.I.wire in 15 mm dia. GI pipe upto switch board (from apron to switch mm dia. GI pipe upto switch board (from apron to switch board the cost of GI pipe & GI wire will be extra) 300 mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 454 Supplying & Laying of one number 8 SWG G. I. wire in 15 mm. dia. G. I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P and other material required for proper completion of the work as directed at site. 455 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 456 INCOMER : 457 f (ii) 40 AMP TPN MCB (10 KA) 458 e (ii) 25 AMP TPN MCB (10 KA) 459 OUT GOINGS : 460 4 nos. 6-32 AMP DP MCB (10 KA) 461 24 nos. 6-32 AMP DP MCB (10 KA) 462 Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade. 10 sqmm 3 core 463 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. Size not exceeding 35 sq. mm. 464 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 and refilling the trench etc. as required, but excluding sand cushioning and protective covering. Size not exceeding 35 sq. mm. 465 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe etc. as required. Size not exceeding 35 sq. mm. 466 Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. e) 6 sqmm 3 core 467 Deduct in above item when cables is passed through G.I/M.S. or Hume pipe in road crossing or along the wall.The cost of the G.I. pipe,hume pipe is to be extra when and where required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
4.
Public Administrative Department #9362558 Technical Bid
Holistic Conservation and repair works of Hutatma Rajguru Smarak, Rajgurunagar, Pune (Phase 3)- 1 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. 2 Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling) - above 30 cm to 60 cm girth 3 Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling) - above 60 cm to 90 cm girth 4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 5 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. 6 Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m) By Manual Means 7 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. - a) Upto 1.50m lift Normal Rate, b) 1.50m to 3.00m lift, Add 10%, c) 3.00m to 4.50m lift, Add 20%, d) 4.50m to 6.0m lift, Add 30% Upto 1.5 m 8 up to 3,00 m 9 up to 4.50 m 10 up to 6.00 m 11 Conveying the excavated materials, debris of brick or stone masonary, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba, etc. upto 5 km, away from the site and cleaning the site properly. 12 Providing general pest control services to the building to control the nuisance of cockroaches, lizards, pin bores and other insects etc. with 4 operations in a year and monthly check up. 13 Filling in plinth and floors with excavated material approved bt Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete 14 Providing injection grouting with a slurry of lime and fine screened sand in proportion 1 : 1 with a proper pressurized jet pump, including cleaning, washing and packing the exisitng cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing etc. complete 15 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. 16 Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. 17 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:11⁄2, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (1⁄2′′) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1′′) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 18 Providing Specialized Brick Masonry First Class in superstructure of Pustaki Vitta - prominently found on site bricks of size 9′′ x 8′′ x 2′′ with crisp edges, well baked clay bricks in lime mortar 1:11⁄2, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded on tables, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 9.5 mm. (3⁄8′′), no bats or half brick to be used in the work, racking out joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete 19 Providing Brick Masonry First Class in superstructure of first quality bricks of Regular size 9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded on tables, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 9.5 mm. (⅜″), no bats or half brick to be used in the work, racking out joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 20 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:11⁄2, in superstructure as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (1⁄2′′) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1′′) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 21 Providing Ashlar Rough-tooled Masonry of trap / granite stones in lime mortar 1:11⁄2 with size of stone 45 cm. x 23 cm. x 30 cm. in superstructure as per detailed specifications and drawings or as including the stones be of approved quality, colour, hard and free from defect of any kind, the faces exposed to view shall have fine dressed chisel draft, 25 mm. (1′′) wide all around the edges and rough tooled between the drafts, and on all beds or joints, which shall not exceed 6 mm. (1⁄4′′), the stones shall be set in mortar, the stone shall be laid in regular course not less than 30 cm. (12′′) in height averaging 41⁄2 c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 22 Providing Coursed Rubble Masonry Second Sort of trap / granite stones in lime mortar 1:11⁄2, size of stone 45 cm. x 22 cm. x 30 cm. in superstructure as per detailed specifications and drawings or as directed including the stones shall be laid in horizontal course, the face of the stones to be hammered and bushing not to be project more than 3.8 cm. (11⁄2′′), all stones to be set full in mortar, all side joints shall be vertical and beds horizontal and not joints shall be more than 12.5 mm. (1⁄2′′), the through stones shall be inserted 5 and 6 feet apart in every course, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 23 Providing Block In Course Masonry of trap / granite stones in lime mortar 1:11⁄2 with size of stone 41 cm. x 41 cm. x 60 Cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6′′), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (1⁄8′′), the stone shall be laid in regular course not less than 17.5 cm. (7′′) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 24 Providing Rectangular Coping Cut-stone First Sort, 20 cm. height and 60 cm. wide of trap / granite stones in lime mortar 1:1½with size of stone 60 cm x 60 cm x 20 cm. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind. the stone shall be dressed full or to template, exposed face of the stones shall be fine rough tooled, semi-circular and all joints shall be in line and close and not more than 3 mm. (1/8) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when handed over to be perfectly clean and free from all mortar stains etc. 25 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 60 cm. x 45 cm., machine cut Stone slabs as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (1⁄4′′) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. 26 Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone 60 cm. x 45 cm. x 15 cm., Machine cut Stone slabs, as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. 27 Providing Specialized Brick Flooring Laid Vertical - Pustaki Vita - prominently found on site bricks in lime mortar 1:11⁄2, with size of bricks 10′′ x 9′′ x 2′′, as per detailed specifications and drawings or as directed the bricks shall be selected well-burnt bricks of good colour and shape with rubbed joints, the bricks shall be thoroughly wetted and set flat in mortar on concrete bed, the paving joints shall not be more than 10 mm. (3⁄8′′) in thickness, the whole surface should be kept wetted for three weeks, preparing the lime mortar in lime miller, watering and all flooring work when handed over to be perfectly clean and free from all mortar stains etc. complete. Base layer mortar and PLC will be charged separately. 28 Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. 29 Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. 30 Making of moulding/ grooving/ chamfering on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 31 Making ofrelief architectural carving on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 32 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete 33 Providing Lime Pointing to brick work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 34 Providing 10 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 11⁄2 days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg Jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or jute) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 35 Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 11⁄2:1 in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 11⁄2 days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 36 Providing Fine Coat Of Lime over rough cast plaster in superstructure, as per detailed specifications and drawings or as directed including the finishing coat is to be applied over rough cast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and watering complete. 37 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design. 38 Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete 39 Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. 40 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. 41 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. 42 Providing and applying Wacker Chemical ( water base antifungal silicon treatment ) on manglore tiles or stone surface. 43 Providing and fixing Teak Wood Panelled Door First Class with frame 100 mm. x 125 mm section and fully panelled shutters double leaf as per detailed specifications and drawings or as directed including the best quality and well-seasoned Moulmein teak, to be properly framed and mortised together, the head and stills being provided with horns 15 cm long, all parts set in masonry to be well coated with boiling coal tar, the styles, top, bottom, lock and frieze rails 38 mm (11⁄2′′) thick with fitted moulding or as specified, the panels 32 mm (11⁄4′′) thick to be raised, feather-tongued in to styles and rails with beaded edges on both sides, each leaf to be hung with 3 brass butt hinges 125 mm. with brass screws, furnished with pair of aldrops 16mm. diameter & 300 mm. length, pair of patent handles 150 mm., pair of tower bolts 10 mm. dia. & 250 mm. length, tower bolt 10 mm. dia. & 200 mm. length, and pair of hooks & eyes 200 mm. all of brass etc. complete. 44 Providing and fixing Window With Iron Bars and Plank Shutters (0.90 m. x 1.20 m.) with frame of 75 mm. x 87.5 mm section and plank shutters double leaf as per detailed specifications and drawings or as directed including the best quality and well-seasoned Moulmein teak, to be properly framed and mortised together, vertical planks of 25 mm. (1′′) thick and 13.10 cm. (51⁄2′′) width connected together by 3 horizontal ledges of 25 mm (1′′) thick and 7 cm., (23⁄4′′) width screwed across the back of the window, the boards to be planed, tongued and grooved, 18 mm. diameter round or 18 mm. square iron bars passed through a central rail and fixed vertically at 75 mm. (3′′) centre to centre in to the head and sill of the window frame, 50 mm. x 6 mm. central, top and bottom iron flats each leaf to be hung with 2 iron butt hinges 100 mm. with screws, handle 100 mm., 3 tower bolts 10 mm. dia. & 150 mm. length and pair of hooks & eyes 150 mm. all of iron etc. complete. 45 Providing designing and fixing fixed Stained glass windows at constructed Museum building in the historic premises.as per detailed specifications and drawings or as directed including the best quality. Up to 8 mm-stained glass painted and colored pieces will be put together using lead caming procedure. The glass will be fixed at the outer edge of the wooden ventilator frame (charged separately through civil works). The entire glass frame will have a backing of clear glass of 6-8 m thickness. The entire assembly will be designed and completely handmade by the expert who has experience of government works and procedures. The expert should have done such type of works in the pas 46 Providing and fixing Ist quality (Superior Quality - Forest Development rates) Indian Teakwood in structural members like beams, columns, joist, rafters, purlins, battens, purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage or decayed wood members, fixing stainless steel screws, cutting, sawing, making proper wood joinery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete. Size - L (7 - 8.5.) x W (5 - 8.5) x H (9.5 - 12) NOTE: It is mandatory to use well seasoned and irst quality indian teak wood from the Forest Department, FDCML 47 Providing and fixing Ist quality (Superior Quality - Forest Development rates) Indian Teakwood in structural members like beams, columns, joist, rafters, purlins, battens, purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage or decayed wood members, fixing stainless steel screws, cutting, sawing, making proper wood joinery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete. Size - L (5.5 - 6.5.) x W (4.25 - 6.5) x H (9.5 - 12) 48 Providing and fixing Ist quality (Superior Quality - Forest Development rates) Indian Teakwood in structural members like beams, columns, joist, rafters, purlins, battens, purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage or decayed wood members, fixing stainless steel screws, cutting, sawing, making proper wood joinery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete. Size - L (4.25 - 5.25.) x W (1 - 5.25 x 15.5) - H (18) 49 Providing and fixing Ist quality(Superior Quality - Forest Development rates) Indian Teakwood in structural members like beams, columns, joist, rafters, purlins, battens, purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage or decayed wood members, fixing stainless steel screws, cutting, sawing, making proper wood joinery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete. Size - L (3.25 - 4) x W (1 - 4 x 15.5) - H (18) 50 Teakwood for COMPLEX CARVING : Providing and fixing Ist quality (Superior Quality - Forest Development rates) Indian Teakwood for COMPLEX CARVING like decorative arches, decorative columns,decorative design structural members like beams,columns,joist,rafters,purlins,purlin cleats,hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage/decayed wood members,fixing stainless steel screws, cutting, sawing,making proper wood jonery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete For wood size = L ( 15 - 18 ) x W ( 9 - 10.5 ) x H ( 5 - 6.5 ) 51 Teakwood planks in kadipat ceiling, wall cladding,flooring : Providing and fixing Ist quality (Superior Quality - Forest Development rates) Indian Teakwood planks in kadipat ceiling, wall cladding,flooring or any other wooden members etc. TOUNG AND GROOVE STYLE including removing damage/decayed wood members,fixing stainless steel screws, cutting, sawing,making groove, making rounding on edges if required, making proper wood jonery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete For wood size = L (12) x W (1) x H (1) 52 Providing and fixing plain zinc sheeting of 0.80 mm thick (22B.W.G. over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts, lead and bitumen washers etc. complete.(Weight of 6.8 Kilogram/sq.m.). 53 Providing and fixing Mangalore Tiled Roofing as per detailed specifications and drawings or as directed including the best quality double channelled Mangalore pattern tiles, sound, thoroughly well-burnt throughout, of regular shape and uniform size, free from twist or other imperfection and must ring clearly when struck, the tiles shall be laid fair and square and breaking joints, fixing 44 mm. x 25 mm. (1¾″ x 1″) horizontal teak wood battens 31.75 cm. (12½″) centre to centre, the lowest batten, that nearest the eaves should be fixed about 25 cm. (10″) from the one immediate above and should have double the ordinary thickness etc. complete. 54 Providing and fixing Mangalore tile ridge and hip tiles of class AA including scaffolding if necessary, pointing with coloured cement mortar and curing etc. complete. 55 Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24B.W.G.)for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc.complete.(Weight of 5.5 Kilogram/sq.m.). 56 Providing and fixing Mangalore pattern cowl ventilator tiles in the required places in a Mangalore tiled roof including scaffolding if necessary etc. complete. 57 Providing and fixing Indian teak wood eaves boards 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats etc. complete. 58 Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plain galvanised iron sheets 120 cm wide with teak wood planking 20 mm thick including two coats of coal-tarring the upper surface of plank etc. complete. (excluding painting to underside of plank). 59 Providing and applying two coats of bitumen to roof on new dungaree cloth one coat on each side etc. complete as directed. 60 Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete. Note:The work to be executed on prior approval of Superintending Engineer will be necessary. 61 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 62 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 63 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) complete (Excluding steel reinforcement) 64 Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 350mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) by tremiearrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) 65 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 66 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 67 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 68 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 69 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 70 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 71 Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. RCC pardi/ Wall and all type of Interior, Exterior Compound wall and Gate etc. of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, GFRC admixtures, Colour pigments, Fiber up to thick of 230 mm/ 25 mm including scaffolding, fixing of screw, etc. (As directed by Engineer in Charge) 72 Design, Fabrication, Supply, Installation, Testing, Protection, Cleaning & Handover Single & Double shutter aluminium framed door opening outward custom designed to with stand the design wind pressure. The system shall have two barrier gasket system for weather sealing & provision for aluminium thrash hold at bottom . The profile system shall be of 140mm x 50mm in total for outer and shutter frame assembly with minimum of 2.0mm thickness. Door shutter shall have crimped corner at top and bottom for rigid connection. The system shall have necessary arrangement for Handle With Lock on the profiles, Three leaf projected type hinges of approved make , Microwave cured EPDM gaskets. Door shutter profile to accommodate the 24mm DGU HS glass, weather sealants, SS 316 grade screws and fasteners of approved make, all in complete required to perform as per specification and drawing in conjunction with BOQ. 73 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. 74 Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in anystrata 75 Providing and laying vitrified rustic matt stone finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for Flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. 76 Providing and laying vitrified rustic matt stone finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm to 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for Dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and cleaning. etc. complete. 77 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. 78 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. 79 Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1Kilogram/per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 Kilogram/bag of cement grouting and finishing the top layer with 20mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 Kilogram/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years guarantee on requisite sta mp paper including curing etc. complete. 80 Providing and laying cast iron pipes of B class of 100mm diameter with sockets and spigot ends/ flanges and cast centrifugally/vertically including specials, laying pipes and back filling the trench complete including excavation. 81 Providing and making flanged connection for the 100mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete. 82 Providing and laying 100mm diameter half round salt glazed stoneware pipes in brick masonry including fittings such as bends, tees, single junction, necessary excavation and jointing complete. 83 Providing and fixing 20mm diameter water meter with non-return valve including strainer, sockets/ union nut including water meter box making locking arrangement and lock. (without chamber). 84 Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. 85 Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 86 Providing, laying and fixing P.V.C. pipe of 75mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 87 Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 88 Providing, laying and fixing P.V.C. pipe of 15mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 89 Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 90 Providing and fixing wall mixer with overhead shower,shower arm,hand shower with wall bracket having flow rate up to 12 liters/minutes of Jaquar/Cera/Hindware /Perryware or equivalent make including all necessary pipes,fittings etc.complete as directed by Engineer In Charge.( Make shall conform to manufacturers Green product and shall got approved from the Engineer In Charge.) 91 Providing and fixing white Opal series European type wall-hung, of size 400 mm x 370 mm x 575mm with approved make flush valve including soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings, cutting & making good walls, floors etc as directed by Engineer in charge 92 Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres 93 Providing and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. 94 Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. 95 Providing and fixing white glazed earthenware Wash Hand Basin of 63 cm x 45 cm size including Bib cock stop tap brass heavy 15mm, brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall. 96 Providing and preparing Kitchen otta up to 75 cm width,made up from 30 mm thick and 75 cm high vertical support for kadppa at 1 m. c/c of 25 mm thick both side polished kadappa middle shelf and bottom of 20 mm thick one side polished kadappa with facia patti of 20 x 50 mm kadappa including all material labour cutting fixing with cement mortar and araldite curing polished and cleaning etc. complete 97 Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge) 98 Providing and applying required coats of a Water based Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks etc to react with cement and to penetrate concrete structure thereby making it resistant to chemicals / chlorides water to make it dust proof and to act as a water resistant at the same time which Strengthens the treated surface and reduce the curing period etc complete. - Note -- for item One Number 7 to 4 prior approval of Superintending Engineer will be necessary 99 Providing and constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90 cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75Kilogramwith lid and frame fixed in cement concrete. 100 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) 101 Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 Kilogram) 102 Providing and fixing Rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) 103 Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 25 cms. 104 Filling fresh garden soil / silt & manure in excavated area of depth 25cms. 105 Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 5 to 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. 106 Maintainance of Newly Developed lawn Area .For First 30 days Only (Instant Lawn) 107 Providing on Site well established (free from weeds /diesease etc.) ready to fix lawn turf in slabs/ rolls of required variety as directed . 108 Supplying on site fresh Garden soil (i. e. 3 part soil ) (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 30 cms ( consolidated thickness). Quantity of soil 0.261 cum x 1000/cum = 261/- 109 Flowering Shrubs Name Of Plant Aboli/Crossandra, Bag Size 6 Pots, Height Of Plant 15 cm to 30 cm 110 Flowering Shrubs Name Of Plant Hibiscus, Bag Size 8 x 10, Height Of Plant 30 cm to 45 cm 111 Flowering Shrubs Name Of Plant Ixora Duffy pink, Bag Size 8 x 10, Height Of Plant 15 cm to 30 cm 112 Flowering Shrubs Name Of Plant Plumbago, Bag Size 8 x 10, Height Of Plant 30 cm to 45 cm 113 Foliage Shrubs Name Of Plant Schefflera variegated, Bag Size 13x 13, Height Of Plant 45 cm to 60 cm 114 Flowering Climbers and Creepers Name Of Plant Clerodendron (Clerodendron splendens), Bag Size 7 x 8, Height Of Plant 15 cm to 30 cm 115 Flowering Trees Name Of Plants Bahva (Amaltash), Bag Size 8 x 10, Height Of Plant 3 ft to 4 ft 116 Flowering Trees Name Of Plants Gulmohar, Bag Size 13 x 13, Height Of Plant 6 ft to 8 ft 117 Flowering Trees Name Of Plants Kanchan, Bag Size 13 x 13, Height Of Plant 6 ft to 8 ft 118 Flowering Trees Name Of Plants Parijat, Bag Size 13 x 13, Height Of Plant 6 ft to 8 ft 119 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 120 Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant 121 Repairs to stone work/ Dutchman repair or equivalent - Consolidation of Friable Masonry,(these areas include corners of walls, ornate cornices, columns, pilasters, projections whose decorative portions are succumbed to the heavy weather loading imposed on them) using Ethyl-silicate based consolidant applied manually with small brushes, low pressure spray(not atomised) held at work distance 50 to 100mm. preparing the surface, scaffolding etc. complete as directed by Engineer in charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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5.
Petroleum and Natural Gas #9183369 Technical Bid
Tender For Station Works At Rupkhelia- 1 PIPING WORKS (RUPKHELIA TERMINAL (EPMC SERVICES FOR DEVELOPMENT OF RUPKHELIA PIPELINE TERMINAL)) 2 FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING 3 Receiving and taking over of all Owner supplied materials from Owners designated place(s) of issue, transportation including loading, unloading, handling from Owners designated place(s) of issue to Contractors own stock yard(s) / work site(s) / work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR), equipment, consumables as defined in Contractors scope of supply and their transportation to the work site(s); performing all above ground/buried piping fabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven / different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with equipment nozzles; all types of inline and online instruments such as pressure / thermal safety valves (other than those covered separately), fittings of all sizes i.e. Flow tees, Insulating Joints, LR bends, pig signallers, elbows, reducers, tees, o lets, flanges, blind flanges, spectacle blinds, tappings for pressure gauges, thermowells, hoses and hose couplings of all sizes, if applicable, vents and drains required for process and hydrotesting purposes etc. including fixing of all types of gaskets (including gaskets for RTJ flanges), bolts, studs and nuts of all sizes; carrying out non-destructive testing (excluding radiography covered subsequently in SOR) such as magnetic particle/ liquid penetration etc. as required; hook-up with existing piping / pipeline installed as per drawings wherever required; cleaning by carboard blasting and flushing by water / compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurising, dewatering, drying by compressed air if applicable; cutting / rebeveling (as required), pre-commissioning and providing commissioning assistance to Commissioning Contractor / Agency for process piping and commissioning of non-process piping if applicable; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owners designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Note :-a) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment, contractor shall have to do end preparation accordingly without any extra cost.b) All couplings, nipples, plugs for nipple etc. as required shall be supplied by contractor without any extra cost.c) All Gaskets & Nut-Bolts of adequate quantity shall be supplied and installed without any extra cost (as per PMS).d) Supply and Installation of Pipes, Valves, fittings & flanges of size below 2 is covered under this item. Bidder to bid accordingly. No separate payment will be made.e) Any branch connection taken from mainline shall be considered under this SOR item only.No extra cost shall be paid for the above items. 4 Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out non-destructive testing of welds as required including 100% radiography by X-Ray (in case of space constrant & small work by Gamma Ray on Owners approval) as per specifications in piping of all types and thickness and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine and interpret radiographs & other tests as required, carrying out repairs of weld-joints found defective by EIC, carrying out re-radiography and other tests as required on repaired joints, etc. as mentioned in SCC and particular job specifications.Note:-The bevel ends of all butt weld fittings shall undergo 100% MP / DP test. 5 Installation of above ground Carbon Steel Process Piping as per details given below: 6 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 7 Size -12 x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 8 Size -12 x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 9 Size -12 x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 10 Size -10 x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 11 Size -10 x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 12 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 13 Size -8 x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 14 Size - 4 x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 15 Size - 4 x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 16 Size - 4 x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 17 Size - 2 x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 18 Size - 2 x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 19 Installation of under ground Carbon Steel Process Piping as per details given below:Note 1 : Trenching to all depths and to a width to accommodate the piping /pipeline during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc by excavation in all types of soils (including soft/hard rock), including controlled blasting, chiselling or otherwise cutting etc.; providing depth of padding in trench bed & above and around the piping/ pipeline as required with sand / graded earth approved by Engineer-in Charge.Note 2: Painting of all under ground piping including all fittings, valves, flanges etc. and including colour bands with solid epoxy 1000 microns/ Powercrete R95. 20 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 21 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 22 INSTALLATION OF VALVES 23 Receiving and taking over of all Owner supplied materials, equipments from Owners designated place(s) of issue, loading , unloading, handling from Owners designated place(s) of issue to Contractors own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractors scope of supply and its transportation to the work site(s);installation of valves, equipments including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories, by bolting/ threading or welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 24 Installation of above ground Flanged Manual Valves (Ball/ Globe) as per details given below: 25 Size -12 Inch, Rating - 300# 26 Size -12 Inch, Rating - 300# 27 Size -8 Inch, Rating - 300# 28 Size -4 Inch, Rating - 300# 29 Size -2 Inch, Rating - 300# 30 Installation of above ground Butt Welded Manual Valves (Ball/ Globe) as per details given below: 31 Size -12 Inch, Rating - 300# 32 Size -8 Inch, Rating - 300# 33 Size -4 Inch, Rating - 300# 34 Size -2 Inch, Rating - 300# 35 Installation of above ground Butt Welded Actuated Valves / EHOV/GOOV (Electro-Hydraulic Operated Valves/ Gas Over Oil Operated Valves) as per details given below: 36 Size -12 Inch, Rating - 300# 37 Size -8 Inch, Rating - 300# 38 Installation of above ground Flanged Actuated/ EHOV/GOOV (Electro-Hydraulic Operated Valves/ Gas Over Oil Operated Valves) as per details given below: 39 Size -12 Inch, Rating - 300# 40 Size -8 Inch, Rating - 300# 41 Installation of above ground Flanged Check Valves as per details given below: 42 Size -2 Inch, Rating - 300# 43 INSTALLATION OF SCRAPER TRAP IN RUPKHELIA PIPELINE TERMINAL 44 Receiving and taking over of all Owner supplied materials, equipments from Owners designated place(s) of issue, loading , unloading, handling from Owners designated place(s) of issue to Contractors own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractors scope of supply and its transportation to the work site(s);installation of valves, equipments including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories, by bolting/ threading or welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 45 Installation of Scraper Launcher as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 46 Installation of Scraper Receiver as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 47 Installation of Scraper Receiver as per details given below:(Barrel Size - 18 Inch, Neck Size - 12 Inch, Rating - 300#) 48 INSTALLATION OF FITTINGS 49 Receiving and taking over of all Owner supplied materials, equipments from Owners designated place(s) of issue, loading , unloading, handling from Owners designated place(s) of issue to Contractors own stock yard(s)/ work site(s)/work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractors scope of supply and its transportation to the work site(s);installation of Fittings, levelling, aligning by welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge. 50 Installation of above ground Butt Welded Insulating Joint as per details given below: 51 Size -12 Inch, Rating - 300# 52 Size -8 Inch, Rating - 300# 53 Installation of above ground Butt Welded Flow Tee as per details given below: 54 Size -12 Inch, Rating - 300# 55 Size -8 Inch, Rating - 300# 56 SUPPLY OF ASSORTED PIPE, FLANGES AND FITTINGS 57 Complete work of supply of assorted pipes, flanges and fittings including all taxes, duties, transportation and inspection charges but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work indicated in drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. 58 Handling including lifting, transportation from Contractor Stores to CONTRACTORs workshop for fabrication and/ or to work site for field fabrication and erection for all piping items supplied by Contractor. 59 SUPPLY OF ASSORTED PIPE 60 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.XB72:B7952, PSL-2, BE, SEAMLESS 61 Size -12 x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 62 Size -12 x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 63 Size -12 x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 64 Size -10 x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 65 Size -10 x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 66 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 67 Size -8 x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 68 Size - 4 x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 69 Size - 4 x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 70 Size - 4 x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 71 Size - 2 x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 72 Size - 2 x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 73 SUPPLY OF FLANGES & FITTINGS 74 Flanges 75 12, 300#, M, B-16.5, ASTM A 105 (CHARPY),300 RF/125 AARH, WN 76 12 , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 77 10, 300#, M, B-16.5, ASTM A 105 (CHARPY),300 RF/125 AARH, WN 78 10 , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 79 8, 300#, M, B-16.5, ASTM A 105 (CHARPY), 300 RF/125 AARH, WN 80 4 , 300#, M , B-16.5, ASTM A 105 (CHARPY) , 300 RF/125 AARH, WN 81 4 , 150#, M , B-16.5, ASTM A 350 GR.LF2CL. 1, 150 RF/125 AARH, WN 82 2 , 300#, M , B-16.5, ASTM A 105(CHARPY), 300 RF/125 AARH, WN 83 2 , 300#, M , B-16.5, ASTM A 350 GR.LF2CL. 1, 300 RF/125 AARH, WN 84 2 , 150#, M, B-16.5, ASTM A 350 GR.LF2 CL.1 , 150 RF/125 AARH, WN 85 2 , 150#, B-16.5, ASTM A 105 (CHARPY), 150 RF/125 AARH, WN 86 Spcr.Blind / Figure 8 87 12 , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 88 12 , 150#, B-16.48, ASTM A 105 (CHARPY), 150 FF/125 AARH 89 10 , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 90 10 , 150#, B-16.48, ASTM A 105 (CHARPY), 150 FF/125 AARH 91 8 , 300#, B-16.48, ASTM A 105 (CHARPY) , 300 FF/125 AARH 92 4 , 300#, B-16.48,ASTM A 105 (CHARPY) , 300 FF/125 AARH 93 2 , 300#, B-16.48, ASTM A 105 (CHARPY), 300 FF/125 AARH 94 2 , 300#, B-16.48, ASTM A 350 GR.LF2 CL. 1, 300 FF/125 AARH 95 2 , 150#, B-16.48, ASTM A 350 GR.LF2 CL. 1, 150 FF/125 AARH 96 Equal Tee 97 12 X 12, M,, 300#, B-16.9, ASTM A 234 GR.WPB , BW 98 12 X 12,M,150# B-16.9,ASTM A 234 GR.WPB , BW 99 10 X 10, M,, 300#, B-16.9, ASTM A 234 GR.WPB , BW 100 10 X 10,M,150# B-16.9,ASTM A 234 GR.WPB , BW 101 8 X 8, M, 300#,B-16.9, ASTM A 234 GR.WPB , BW 102 4 X 4, M, 300#, B-16.9, ASTM A 234 GR.WPB , BW 103 4 X 4,M,150# B-16.9,ASTM A 234 GR.WPB , BW 104 2 X 2, M,300# B-16.9,ASTM A 234 GR.WPB , BW 105 Reduced Tee 106 12 X 8, M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 107 8 X 4, M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 108 4 X 2, M,M, B-16.9, 300#, ASTM A 234 GR.WPB (CHARPY), BW 109 4 X 2, M,M, B-16.9, 150#,ASTM A 420 GR.WPL6, BW 110 Reducer 111 12 X 4,M,M, B-16.9- 150#, ASTM A 234 GR.WPB (CHARPY), BW 112 10 X 8,M,M, B-16.9- 300#, ASTM A 234 GR.WPB (CHARPY), BW 113 10 X 8,M,M, B-16.9- 150#, ASTM A 234 GR.WPB (CHARPY), BW 114 4 X 2,M,M, B-16.9- 150#, ASTM A 420 GR.WPL6 , BW 115 Weldolets 116 12 X 4, M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 117 10 X 4, M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 118 10 X 4, M,XXS, 150#, MSS-SP97, ASTM A 105 (CHARPY), BW 119 12 X 2, M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 120 12 X 2, M,S160, 150#, MSS-SP97,ASTM A 105 (CHARPY), BW 121 8 X 2, M,XXS, 300#, MSS-SP97, ASTM A 105 (CHARPY), BW 122 Elbow 90 Degree 123 Size -12 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 124 Size -12 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 125 Size -12 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 126 Size -10 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 127 Size -10 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 128 Size -8 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 129 Size -4 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 130 Size -4 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 131 Size -4 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 132 Size -2 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 133 Size -2 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 134 Elbow 45 Degree 135 Size -12 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 136 Size -12 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 137 Size -12 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 138 Size -10 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 139 Size -10 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 140 Size -8 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 141 Size -4 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 142 Size -4 x 150#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 143 Size -4 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 144 Size -2 x 300#, Sch - M, Material - ASTM A 234 GR.WPB,BW 1.5D 145 Size -2 x 150#, Sch - M, Material - ASTM A 420 GR.WPL6,BW 1.5D 146 RADIOGRAPHY 147 Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equipment, supply of all consumables including radiographic films and whatever else required even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. Contractor to submit DPR, Inspection Report along with Radiography Report to Engineer-in-Charge.Note :a) All NDT including Radiography, MPT, LPT for 2 and below are covered under this SOR item. No separate payment shall be made.Radiography of piping joints as per details given below: 148 Above ground Carbon Steel Process Piping as per details given below: 149 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 150 Size -12 x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 151 Size -12 x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 152 Size -12 x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS 153 Size -10 x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 154 Size -10 x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS 155 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 156 Size -8 x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS 157 Size - 4 x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 158 Size - 4 x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS 159 Size - 4 x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS 160 Size - 2 x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS 161 Size - 2 x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS 162 Under ground Carbon Steel Process Piping as per details given below: 163 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS 164 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS 165 PIPE SUPPORTS 166 Supply, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes etc. as required, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works including supply of bolts, nuts, washers, U-clamps, wooden blocks etc. as required for supporting, supply and application of paints and primers suitable for normal corrosive painting environment as defined in contract document and as per standard specification for painting, Drawings, Specification, Standards, other provisions of Contract and instruction of Engineer-in-Charge. 167 CS Structural Steel 168 PAINTING 169 Supply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for normal corrosive painting environment as defined in contract document and on pipes as per standard specification for painting, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of Engineer-in-Charge.Note : a) All painting work for sizes below 2 are covered under this SOR item. No separate payment shall be made.b) Painting shall be suitable for normal corrosive environment (Primer: Two coats P-6, 35 microns /coat (min.); Finish Coat: One coats F- 6, 100 microns coat (min.) and one coats F- 240microns coat (min.); Total DFT:210. Wherever touch up/repair of primer is required, high build epoxy zinc phosphate primer shall be used.)as per attached specification (P167-SPC-P410) 170 Painting of all above ground piping including all fittings, valves, flanges etc. and including colour bands 171 Size -12 x 300#, Thk. - 6.4 mm, Material - API 5L Gr.X52, PSL-2, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 172 Size -12 x 300#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 173 Size -12 x 150#, Sch - STD, Material - ASTM A 106 GR.B (CHARPY), BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 174 Size -12 x 150#, Sch - STD, Material - ASTM A 333 GR.6 , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 175 Size -10 x 300#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS,Painting Environment - Corrosive Normal Environment (Above Ground) 176 Size -10 x 150#, Sch-STD, Material -ASTM A 106 GR.B (CHARPY), BE, SEAMLESS,Painting Environment - Corrosive Normal Environment (Above Ground) 177 Size -8 x 300#, Thk. - 6.4 mm, Material - API 5L Gr. B, PSL-2, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 178 Size -8 x 300#, Sch - STD, Material -ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 179 Size - 4 x 300#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 180 Size - 4 x 150#, Sch - STD, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 181 Size - 4 x 150#, Sch - STD, Material - ASTM A 333 GR.6, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 182 Size - 2 x 300#, Sch - XS, Material - ASTM A 106 GR.B , BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 183 Size - 2 x 150#, Sch - XS, Material - ASTM A 333 GR.6, BE, SEAMLESS, Painting Environment - Corrosive Normal Environment (Above Ground) 184 Repair of Painting of Equipment Suitable for Normal Corrosive environment (P168-SPC-P410) 185 USM Meter (2 Nos.) 186 Scraper Launcher as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 187 Scraper Receiver as per details given below:(Barrel Size - 14 Inch, Neck Size - 8 Inch, Rating - 300#) 188 Scraper Receiver as per details given below:(Barrel Size - 18 Inch, Neck Size - 12 Inch, Rating - 300#) 189 LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER) (FOR TERMINAL PIPING) 190 All works for leak/ burst (occurring during hydrostatic testing) including necessary repair/ replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re-hydro testing of the pipe segment including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge.Note : This rate shall be applicable for manufacturing defects in Company supplied materials only. 191 HOOK UP WITH OTHER FACILITIES (COMPRESSOR AND PIPELINE ENDS) 192 Complete work for hook-up of proposed piping with other facilities including cutting, bevelling, nitrogen purgingby cylinder to the specified acceptance criteria before cold cutting, welding and providing manpower assistance during the complete duration of the job including supply of all equipment, tools and tackles, consumables etc. as per the relevant specification, other provisions of contract documents and instruction of Engineer-In-charge.Note1: Supply of nitrogen Cylinder (atleast 2 Nos. of nitrogen cylinder at each Hook-Up), Regulator, fitting, hoses etc. and all other material required to complete the job in all aspects are in the scope of contractor. Note 2: Contractor to coordinate with Compressor Vendor for cold/hot works. 193 12 Welded Hookup (2 Nos)8 Welded Hookup ( 3 Nos)8 Flange Hookup ( 1 N 194 INSTALLATION OF MECHANICAL EQUIPMENTS 195 The Contractor shall receive and take over, Handling including lifting,Transportation to work-site(including transit insurance) / return of project surplus / sparable material from Project site / Contractors store to AGCLs store / warehouse including loading on trucks / trailers, transportation, unloading & stacking on wooden sleepers at Contractors own stock-yard near work-site(s) / AGCL store (as applicable), including arrangement of truck / trailers / cranes / other material/ machinery / manpower / consumables of all equipments (Static & Rotary) along with all accessories supplied by supplier etc.including loading and unloading, erection of static equipment, including layout marking at site, fabrication and installation of shims including cutting and grinding,grouting, installation and levelling of base plates, assembly of sub-assemblies, bolting, fitting of all interconnected piping items (supplied by equipment supplier), shifting and reconfiguration of spreader beams, installation of rigging apparatus for erection crane, alignment of equipment at all elevations as per drawings, removal, placing and shifting of stools and saddles including loading and unloading, installation of all mountings and accessories, all enabling work as required, and completing the work in all respects as per drawings, specification, codes and instruction of Engineer-in-Charge. 196 Transportation by Truck Fix up to 0-50 KM (Weight up to 15 Ton) per trip 197 Transportation by Truck Beyond 50 KM 198 Installation of USM Meter (1 No.) SIZE: 8Note:Actual rate shall be paid to contractor based on actual weight of items. 199 Installation of USM Meter (1 No.) SIZE: 12Note:Actual rate shall be paid to contractor based on actual weight of items. 200 SUPPLY AND INSTALLATION OF FIRE EXTINGUISHER 201 10 KG DCP near Launcher & Receiver 202 NITROGEN SUPPLY & COMMISSIONING OF TERMINAL 203 Supply of Nitrogen for purging for terminal commissioning . 204 COMMISSIONING OF TERMINAL 205 Carrying out pre-commissioning checks and commissioning assistanceto Client during commissioning of terminal including supply of all adequate nitrogen forpurgingequipment, manpower, consumables, materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.Note: Work shall include hook up with existing piping. 206 CUTTING, BEVELING AND EDGE PREPARATION OF PIPING (OPTIONAL ITEM) 207 Work involves Cutting, grinding of Under Ground/ above ground piping/ Insulating JointJ/ fittings /Flanges including bevelling and edge preparation of existing piping ends and also for new pipes and reusable Insulating Joint/ Flange/ Fittings as per tender specification & instruction of EIC. Providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine & other tests as required as mentioned in SCC and particular job specifications.Note:-(1) The bevel ends of all butt weld fittings shall undergo 100% MP/ DP test.(2) This item shall be operated under specific instructions of EIC. 208 Cutting and rebevelling (dents/ damage in bevels exceeding 3mm in depth). 209 Earth Work in Excavation (refer specification no. C-SPC-103) 210 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 211 Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 212 Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps with in a LEAD OF 100M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 213 BACKFILLING after execution of the WORK to proper grade and level by excavating the suitable approved quality of soil from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete. 214 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetationsfrom construction area to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed.For carting on the basis of truck measurements (volume of truck reduced by 30% for voids) DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR .Royalty as applicable for disposal outside plant limits to be borne by the contractor.. 215 PLAIN & REINFORCED CEMENT CONCRETE (refer specification no. C-SPC-104) 216 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggaregates/Gravels.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) 217 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipeencasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) 218 CENTERING AND SHUTTERING (refer specification no. C-SPC-104)Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 219 i) For all depths below and upto & inclusive of plinth level. 220 ii) For all heights above plinth level. 221 HYD Bars/MS Bars (refer specification no. C-SPC-102) 222 Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of grade Fe500 (D)(TMT) (conforming to IS:1786,for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, bending to required shapes and lengths as per details ,binding with contractors own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed.(SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE) 223 Structural Steel Works & Painting (refer specification no. C-SPC-157) 224 Supplying, transporting, storing, fabricating & Erecting in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS of Grade E250 BR/BO at all locations (Location & levels upto & inclusive of 10m above HPP/FGL) including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting and applying shop primerall complete. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 225 Supplying and applying FINISH PAINT of approved quality and shade including a coat of primer as perSpecification/BIS Codes over one coat of shop primer already applied including storage, surface preparation, degreasing, cleaning, drying, touching up of shop primer coat, providing temporary staging, scaffolding, testing etc., for steel structures at all levels and locations, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. ( Unit Rate Based On the Structural steel Weight.) 226 MISCELLANEOUS STEEL WORKS 227 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxilliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc.all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 228 Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of Red Oxide Zinc Chromate Primer etc. all complete for all depths and heights as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 229 Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as per drawings/ standards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for galvanising, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and GALVANISING as specified after fabrication etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 230 Supplying, fabricating and fixing in position at all levels & locations 1000mm high HAND RAILING (for platforms, walkways or any other location as directed etc.) consisting of top rail, mid rail and vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 and M.S. Toe plates, including handling, transporting the sameto site workshop and site of work, straightening if required, cutting, bending, notching, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, shop primer as per Specification / BIS Codes,, preparation and submission of fabrication drawings etc.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST)). ( Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 231 Paver Block Walkway 232 Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 40 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-chargeNote :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope 233 Supplying and laying of stone aggregate of 90mm down to 45mm size for SUB-BASE COURSE tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index upto 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications and directions of Engineer- in-Charge. 234 Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index up to 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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6.
Educational and Research Institute #7218062 AOC
Notice Inviting E-Tender For Procurement Of Equipment, Instrument, Machineries, Tools Etc. Related To Laboratories And Workshops Of Civil And Electrical Engineering Of Haji Md. Serafat Mondal Government Polytechnic As Per Nit- 1 Dish for immersion of bricks for detecting efflorescence of bricks is made ofeither porcelain or glass or glazed stoneware having dimensions of 200 mm dia x 40 mm deep (cylindrical shaped). 2 Universal Testing Machine Computerised, Capacity, 1500 kN UTM comply with grade 1 of IS : 1828 - 1991. An accuracy of ± 1% is guaranteed from 20% of the load range selected to full load. Below 20% of the selected range the maximum permissible error is 0.2% of the full load reading. Suitable for operation on 440 V, 50 Hz, three phase, AC supply. Specification:- Resolution:- 0.01 kN, Max Clearance for tensile test:- 50 – 850 mm, Max Clearance for Compression test:- 0 – 850 mm Clearance between columns:- 750 mm Ram Stroke:- 250 mm, Frame stiffness :1500 KN / mm Straining/piston speed at no load:- 0 – 80 mm For Tension Test Clamping jaws for round specimens:- 10 – 25 mm, 25 - 45mm, 40 – 70 mm Clamping jaws for flat specimens thickness:- 0 - 22mm, 22-44 mm and 44 – 65 mm Flat specimen width:- 70mm For Compression Test: Pair of compression plates:- 222 mm For Transverse Test: Table with the adjustable rollers, Width of rollers:;- 160 mm Diameter of rollers:- 50 mm ,Max clearance between supports:- 800mm Radius of punch tops:- 16mm, 22mm., Crosshead geared motor:- 1 HP Power pack motor:- 3.0 HP, Dimension (approx):- L – 2420 mm, W – 820 mm, H – 2900 mm. Weight (approx) : 4500 kg Consist of following: Electronic extensometer strain gauge type with 2.5mm extension and gauge length 25mm and 50mm. Bend and Rebend Test Attachment. Including all other accessories for conducting tensile, compression, bending and shear test on specimen (mild steel, HYSD bar & TMT bar) with facility for automatic plotting of load vs. Deformation curve. 3 Graduated measuring cylinder: of transparent material (glass – make Borosil) Thermally protected 250cc 4 Brush For cleaning Sieves 5 Compaction Factor ApparatusIS: 5515-1983 With NABL/NCCBM certificate Compaction Factor Apparatus for determination of workability determination of concrete mixes of very low workability such as those normally used with concrete, compacted by vibration. Concrete mix having maximum size of aggregate not exceeding 38 mm, can be tested for workability. Compaction Factor Apparatus is complete with the following: • Two conical hoppers with trap doors • One cylindrical receiver (dia 150 mm and height 300 mm – internal dimension) • A welded steel stand for mounting the hoppers and the receiver co-axially at specified distances • Two trowels. • One hand scoop. • One standard tamping rod 16 mm dia x 600 mm long having one end rounded 6 30kg Electronic Weighing Scale with 2 Side Display are manufactured by using quality assured material and advanced techniques, which make them up to the standard in this highly challenging field. The materials utilized, are sourced from the most reliable and official vendors, chosen after performing detailed market surveys. products are widely acknowledged in the market for their high quality. 7 Aggregate Crushing Value Apparatus (150 mm) IS :9376-1979 Crushing Value Apparatus is used for measuring resistance of an aggregate to crushing, as per test procedure as in 2386 part IV reaffirmed in 2011. The apparatus consists of a steel cylinder 152 mm dia & 135 mm in height (internal dimension), a plunger (15 cm dia) provided with a hole across the stem of the plunger and a steel sq. base plate. The surfaces coming into contact with the aggregate are case hardened. Consists of following: Cylindrical Cell, Plunger, Base Plate, Tamping rod (16 mm dia, 45 – 60 cm long) Metalcylindrical measure (115 mm diameter and height 180mm, internal dimension) Along with supply of IS sieve size 12.5, 10 and 2.36 mm [BIS:460 Part I & II1985, reaffirmed2008] 8 Penetrometer: Penetrometer: It is the testing machine for bitumen penetration tests. It allows fixation of penetration needle, plunger, weight, and a dial. It allows the needle to penetrate into the sample placed in the cup without considerable friction. It should be accurately calibrated so that it gives the results in one-tenth of a millimeter.Standard Penetration needle: It is straight, highly polished, and cylindrical made up of stainless steel. It has a 3 mm diameter shank into which it is fixed such that its movement is restricted. The taper is pointed while the point is made blunt by grinding to a truncated cone.Total length of the needle =50 mm; Diameter of needle = 1.0 mm; Diameter of the pointed end of the needle = 0.14-0.16 mm; weight = 50 gramThe material is either metal or glass and it is cylindrical in shape. Its bottom is flattened. The dimensions of the container are mentioned below:For penetration value < 225: Diameter = 55 mmInternal Height = 35 mmFor penetration value > 225Diameter = 70 mmInternal Height = 45 mmWater bath: It should contain a minimum of 10 liters of water. Bitumen specimen should be immersed to at least 100 mm depth from the top. Moreover, the specimen should be supported over a perforated shelf which should be above 50 mm from the bottom of the bath. The water bath is maintained at 25 ± 0.1 °C temperature.Transfer Dish: It is a small dish or tray It helps in keeping the container fully immersed in the water when placed in the water bath. It has some means to ensure a firm bearing so that the container does not shake.7. Thermometer or Temperature indicator– To measure the temperature of water in the water bath. Its range should be from 0 to 44 °C. Its least count is 0.2 °C.8. Time device: If a standard penetrometer is used, a suitable time device like a stopwatch, electric timer, or another spring-actuated device may be used which is graduated 0.1 second or less. The timing device should have an accuracy of ± 0.1 seconds for a 60-second interval. Even an audible seconds counter where one beat corresponds to one second can also be used alternatively. 9 Digital Planimeter: With Re chargable adopter. That allow you to take area and line measurement from maps and other sources with an accuracy within 2% suitable for a wide range of application including construction, packed in original case with instruction manual. 10 Measurements of pressure and pressure head by Piezometer, U-tube mercury manometer: Supplied instruments/equipment should be attached (all arrangement should be borne by the bidder) with the flow line so that pressure variation can be measured. Equipment supplied will contain mercury as manometric fluid which should be supplied with the equipment (at no extra cost). Equipment should be at par with relevant code and upto the satisfaction of the concerned authority. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concernedExtra mercury is to be supplied with the item of work in 100 ml bottle full along with accessories for filling mercury in manometer. 11 Measurement of pressure difference by U-tube differential mercury manometer Supplied instruments/equipment should be attached (all arrangement should be borne by the bidder ) with the flow line so that pressure variation can be measured. Equipment supplied will contain mercury as manometric fluid which should be supplied with the equipment (at no extra cost). Equipment should be at par with relevant code and upto the satisfaction of the concerned authority. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concerned. Extra mercury is to be supplied with the item of work in 100 ml bottle full along with accessories for filling mercury in manometer. 12 Study of bourdon’s gauge As per concerned code and to be fitted with the supply line to observed the reading. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concerned 13 Rebound Hammer Test (Schmidt hammer) Useful for non-destructive estimation of quality of concrete of a finished structure and its relative compressive strength. Theinstrumentconsistsofacasinginwhichahammermass, specialspring,hammerlockingandreleasemechanismarehoused.A spherical ended plunger projects at one end which, when pressed against the test surface, actuates the release mechanism of the hammer mass. It gives an impact on the plunger. The hammer mass rebounds after the impact and an indicator register the amount of rebound on a linear scale. The compressive strength of the material can be computed from the calibration curves supplied with each hammer. It gives results within 15% of actual compressive strength. Supplied complete with a grinding stone in a carrying case. 14 Cube Mould ( 150 mm )- Conforming to IS 518 and IS 10086 of latest edition. Cube Mould (150mm) With I.S.I Mark As per IS:10086-1982: Cube Mould made of cast iron having an internal size of 150 mm with a tolerance of +0.2 and planeness of +0.03 mm tolerence with weight not less than 12 kg.ISI marked 15 D.C. power supply: I/P-430v,3 phase, 50 Hz. O/P-220V/110 V,30 A, D.C. 16 Experimental set upto perform brake test on 2 HP DC series motor: 220 V, 2 HP, series type, with belt- pulley and spring balance arrangement for load test. Necessary installation & commissioning included. 17 Parallel operation of two single phase1 kVA transformers: Transformer(2 numbers): 1 KVA, 230/115V, Panel with Voltmeter (0-300V/150V) 2 Nos., Ammeter: 0-5-10A 3 Nos., Variable Resistive load 115V,10A,single phase. Necessary installation & commissioning included. 18 3 phase Transformer with all terminals brought out for different connections. 3-phase, 1KVA, 415V/230V, transformer with provision for the external connection terminals to perform all vector groups (star-delta,delta-star etc.) 19 Anderson bridge to measure unknown inductance: Study :To Find To Find Unknown Inductance Technical specifications: Power Supplies: Built In DC Power Supplies Fixed. Operated on Mains power 230V, 50Hz +10% Sine Wave Generator:0-1KHz Sine Wave Oscillator Null Detector: galvanometer /multimeter. Components are mounted on the panels are: Four Decade of Resistances by Band Switch Selectable. Three Decade of Resistance by Band Switch Selectable. Three Different Values of Unknown Inductance. Three Different Values Capacitance by Band Switch Selectable. •Instruction manual. •Connections are brought out through 4mm Sockets. • Adequate Patch Cords 4mm.Having sensitive head phone and voltage measurement terminals to detect null condition. 20 Single phase & Three phase electronic (digital) energy meter: i) Energy meter:-Digital type, single Ph, 5Amp, 250V.,Energy meter:-Digital type, (ii) Energy meter:3Ph, 15Amp, 440V ; Meter should register and display TOD: Maximum demand; KVA; KVAr; KW; p.f; voltage ; current(iii) resistive load box 10A per phase to connect single phase & 3-phase load. 21 Analog Oscilloscope (20MHz Dual Trace ) with Component Tester: Operating mode-Channel1, Channel2, Channel1&2 alternate/ chopped(approximately 350KHz) X-Y(Ratio 1:1 Input via CH2), Add/Sub, InvertCH2. Vertical deflection identical for both channels, Band width-DC- 20MHz(-3dB)DC-28MHz(-6dB), deflection cofficient-12 calibrated steps 2mV/cm-10V/cm(1-2-5 sequence Accuracy-±3%, input impedence-1MΩ||25pF.,input coupling-DC-AC-Gnd, input voltage- Max400V(DC+PeakAC), time cofficient-18calibrated steps,0.5μs/cm-0.2s/cm(1-2-5 sequence) withmagnifierX5to100ns/cm, with variable controltol 40ns/cmHold-Off-±3%(incalibration position).Stabilized power supply-All operating voltages including the EHT.minus voltage-230V,50Hz,Minusluctuation-±10%(maximum),power consumption-41VA (Approximately, operating temp-0-40°C,90%RH,Apair of probes and manual for the Oscilloscope. N.B.:Repair and calibration facility of the instrument should exist within India 22 Dual channel Digital Storage Oscilloscope 50 MHz.: Digital Storage Oscilloscope ( 50 MHz) 1) No. of Channels : 2 2) Bandwidth : 50 MHz. ( upgradable upto 1 GHz ) 3) Maximum Input : 300 Vrms, 400 V peak 4) Timebase Range : 5 nsec. to 50 sec/div 5) Input sensitivity range : 1 mV/div – 5 V/div 6) Trigger System : Edge , Pulse Width , Pattern , Duration , Video 7) Sampling Rate : 2.5 GSa/s on each channel, 5 Gsa/s on Half Channel. 8) Memory Depth : 4 Mpts. ,Standard segmented memory upto 1000 segments. 9) Waveform update Rate : 1,000,000 waveforms / sec 10) Calculated Rise Time : ≤ 3.5 ns 11) Segmented Memory : To capture selected segments of the waveform. 12) Automatic Measurement : Upto 38 parameters 13) Built in waveform generator : Optional for Sine, Square, Pulse, Ramp,Sine, Cardiac,Gaussian Pulse, Cardinal, Noise, DC and AM, FM, FSK Modulation. 14) Display System: 8.5 inch Capacitive Touch Screen 15) Built in interface : USB 2.0 high speed device, Optional LAN ,GPIB and XGA output.16) 8-digit Counter & Totalizer : Available but Optional N.B.:Repair and calibration facility of the instrument should exist within India; Warranty: atleast 5years 23 C.T. & P.T. testing trainer kit: C.T. testing trainer kit - To determine Ratio error (in %), Phase angle error (in min), CT rate for 5A & 1A with Burden box. , separate terminal to connect P.T, polarity check indicator , range selector switch. 24 Training kit for study of Kirchhoff’s Current & Voltage Law: Kit must be equipped with necessary resistors, voltmeters, ammeter and inbuilt variable power supply.On board test points to observe signals,On board schematic diagram, Flexibility of making circuit connections, Light weight & compact DC Power Supply (±12V, ± 5V) 25 Series parallel resonance of R-L-C ckt.: Kit for Series parallel resonance of R-L-C ckt: The Set-up consist of Power supply, audio oscillator with digital readout, digital RMS meters and different number of inductors (smoothly variable), capacitors, Rheostat, Ammeter & Voltmeters. The boards should be user friendly and support self learning through flexibility of making circuit connections. Schematic diagrams on the boards provide easy understating of the concepts. . Scope of Learning: Study of resonance in series RLC circuit, Study of resonance in parallel RLC circuit 26 Training kit for design of parallel resonance circuit: Trainer kit must be provided with variable resistances and capacitances for the design purpose of parallel resonance circuit with a particular cut of frequency ( 1 KHz to 1 MHz). Inbuilt ac power supply with variable frequency generator upto 1 MHz. Indication for current and voltage output. Other necessory accessories. 27 Training kit for design of series resonance circuit: Trainer kit must be provided with variable of resistances and capacitances for the design purpose of series resonance circuit with a particular cut of frequency ( 1 KHz to 1 MHz).Inbuilt ac power supply with variable frequency generator upto 1 MHz. Indication for current and voltage output. Other necessory accessories. 28 Training kit for verification of- a) Superposition theorem. b) Thevenin’s theorem. c) Norton’s theorem. d) Maximum power transfer theorem.: The trainer kit should help to studies different types of network theorems like superposition theorem,Thevenins theorem,Maximum power transform theorem,Nortons theorem etc. The trainer kit must be completed with Indicator for power on switch. Fixed 5v dc power supply.Two nos. variable DC power supply. Two nos. resistive potentiometer(POT). Differnt values sets of Resistances. Digital DC voltmeter, DC ammeter,Complete operating manual, Connecting wires , patch cords, etc. 29 Display board containing sample of different types of Overhead Conductors, Underground Cables.: A complete set of for different types of cables (PILC, PVC, FRLS & XLPE) using HV (6.6kV) & LV (415V) system ; ACSR conductor, to be encapsulated in a 4 mm glass envelope. 30 Sample of different types ofLine supports and Line Insulators.: A complete set of for different types of insulator using HV (6.6kV) & LV (415V) system to be encapsulated in a 4 mm glass envelope. (PIN, SUSPENSION,EGG, STRAIN, and SHACKLE Type). 31 AC distributor simulator: TRANSMISSION LINE TRAINER CONSIST OF:- 100 KM X 3 SIMULATED 1 PHASE TX LINE BLOCK at the end of each block short is possible all digital meters at the receiving end, microprocessor controlled multifunction multi-display unit with rs485 & rs232 interface, for at a time 15 parameter display on pc ( pc included in the system with proper interface along with necessary cables, connectors & soft ware). parameters:- phase voltage (l-l,l-n), phase current, frequency, phase power factor, phase angle, phase active, reactive and apparent power, apparent energy (kvah), active energy (kwh) import and export, reactive energy (kvarh) import and export, system voltage & system current, kva,kvar and kw, neutral current, current demand and max current demand, kva demand and max. etc loading provision for total 1kva –load of variable separate inductive, capacitive & resistive load bank. provission for determination of abcd parameters ferranti effect at end points at no load.back light illuminated mop sheet panel. high quality patch cord. 32 Experimental set up for load test of 3 phase 2 HP Induction Motor : 2 HP 415 V, 1440 r.p.m. 3 phase induction motor with belt- pulley and spring balance arrangement for load test. Necessary panel consisting meters and accessories to be included. Voltmeter MI 0-500 V, Ammeter MI 0-5 A, digital Wattmeter (0-5 A, 0-300/600V)2 Nos. 33 Three phase, 415 V, 2HP SYNCHRONOUS MOTOR with excitation control: 3 ph, 415 V, 2HP Synchronous Motor coupled with D.C. shunt Generator (2 KVA, 220 V , 1500 R.P.M.)/ damper winding. Including supply of necessary meters like p.f. meter,DC ammeter, AC ammeter AC voltmeter etc, equipments, accessories, cables and connectors etc. 34 Slip ring I/M 3 hp,400v,1500 rpm to determine effect of rotor resistance on T/S curve: a) Belt- pulley and digital spring balance arrangement for load test. b) Voltmeter MI 0-500 V c) Ammeter MI 0-10 A; c) Rotary variable resistor 35 The direct load test on 1 HP single phase induction motor to determine the efficiency and speed regulation for different loads.: Single phase ph, 230V, 1 HP induction motor with suitable capacitor for Capacitor start Induction motor with belt- pulley and spring balance arrangement for load test. Provision for reverse rotation of the motor externally to be included.Necessary panel consisting meters and accessories for OC and SC test to be included. 36 Speed Control of the steppermotor with reversing facility: Kit should contain necessary DC power supply and connecting cords / connectors. With suitable Hardware and related software. 24-36 V Bipolar Hybrid, Single Shaft Stepper Motor, 0.83Nm Holding Torque, min 6.35mm Shaft Diameter, 2 Phase Stepping System with Suitable Driver Board. 37 A.C.Motor Drives (variable voltage variable frequency) : Set up will include the following: i) Control panel having three phase Variable Frequency Drive (VFD) using IGBT/MOSFET to control voltage & frequency (V/f constant) of the input to the motor. ii) Provision of digital display of motor speed, frequency, input supply voltage, output load voltage & load current. iii) Sockets & Patch cords to make all connections. iv) Instruction manuals for students’ demonstration. v) Installation & commissioning is included. 38 Relay testing kit withrelay to test neumerical/ static over current (Industrial grade) : The panel comprise of 1. Numerical Overcurrent relay with directional facilities. Make: Preferably Simence/ Schneder/ equivalent. 2. a) Current injection set to test the above relay. b) Varriable supply of all the phases. Terminals should on the panel with necessary patch cords so as facilitate to test over current and directional element separately. c) Digital ammeter, voltmeter, elapsed time measurement facilities. • Necessary patch cords should be provided. • Original relay manual with test certificate should be provided. • Experimental manual to obtain characteristic curve should be provided. • Stand alone Installation, testing and commissioning are also included. 39 Current differential relay , IDMT type 3 phase transformer with fault creation arrangement .: * Over (IDMTL Electro-Mechanical Type , Model DDT or equivalent) Current Relay, * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for DC auxiliary relay and over current relay, * Portable Ammeter. Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 40 Testing of Directional Over Current Relay (DOCR) [ Industrial grade]by Relay Testing Kit.: 3-phase adjustable Current and Voltage injection set for testing Over current Relay, over/under Voltage Relay, (including directional element,), Time interval Meter, etc along with the followings: *Directional Over Current Relay (Electro-Mechanical Type Relay, Model No CDD-21 or equivalent), * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for Dc auxiliary relay and directional over current relay, * Portable Ammeter.Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 41 Simulator fordifferential protection scheme for transformer with power system simulation kit.: Simulator should consistsof relevant source and fault creation arrangment, transformer industrial gradeneumerical differential relay. 42 IDMT type over current/ earth fault relay trainer kit.: Earth Fault (IDMTL Electro- Mechanical Type , Model CDG-11 or equivalent) Relay, * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for DC auxiliary relay and the relay, * Portable Ammeter.Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 43 Kit for demonstrating the operation of single phasing preventer by creating single phasing fault of a 3-ph induction motor with D.O.L. starter. : Kit for demonstrating the operation of single phasing preventer by creating single phasing fault of a 3Ph, induction motor. The motor wiil be three phase 1 HP, 415V AC squirell cage induction motor with motorinduction motor with D.O.L. starter 44 Pyranometer with Shading ring facility: Pyranometer with Shading ring facility: - Response time (95%) - < 1s, -Directional error (up to 80 ° with 1000 W/m2 beam) - < 10 W/m2, - Temperature dependence (-30 °c to +70 °c) - -0.15%/ °c, - Sensitivity – 60 to 100 µ v/W/m2, Impedance–50Ω, -Spectral range (50% points) – 400 to 1100 nm, -Typical signal output for atmospheric applications – 0 to 100 mV, -Maximum irradiance – 2000 W/m2, -Detector – Silicon photo-diode. One revolving platform for irradiance measurement at different tilt angle with Pyranometer fixing. Instruction manual and Commissioning of the instrument is included. 45 Complete set up of Poly crystalline silicon PV Cell to measure the cell parameters – O.C. voltage (Voc), Short circuit current (Isc), Voltage-Current-Power at Maximum Power point (Vmp, Imp, Mpp), Fill factor, Efficiency.: Complete set up of Poly crystalline silicon PV Cell with facility to measure the cell parameters – O.C. voltage (Voc), Short circuit current (Isc), Voltage-Current-Power at Maximum Power point (Vmp, Imp, Mpp), Fill factor, Efficiency and draw I-V characteristics of cell. Set up components – Poly crystalline Solar Module (12V, 5Wp), holding structure, Controller (12V, 5Wp), Halogen Lamp and holding structure with variable light intensity on cell and temperature measurement facility of cell, Battery, Necessary Voltmeter, Ammeter, Electrical Load, Wiring and cabling. Installation & commissioning of set up is included. 46 One piece Flat plate collector with complete set up and measuring facility of temperature, flow, pressure: One piece 100 LPD Flat plate collector with complete set up and measuring facility of temperature, flow, pressure, thermal efficiency. We have mentioned system specification; the specification of individual component should be given for evaluation purpose. 47 Box type solar cooker with varying reflector: Box type solar cooker with varying reflector: - BODY – F R P body, dimension (L x W x H) – 23 x 23 x 9”. - Reflector Material – Mirror Glass, 4 mm - 04 Nos. Aluminum container covered with Toughened Glass- 4mm, - Plane glass- 4 mm, - Insulation materials- glass wool. - In built Analog temperature meter. 48 Complete set up to measure thermal performance of a solar water heating system: Solar water heater comprises of • Flat plate solar collector. (2meter X 1meter) fitted with copper fins and tubes. • 50mm thick PUF insulated ceramic coated hot water solar tank with 100 Lts capacity. • M. S painted structure for solar water heater. • Inner connection pipe, bolt, nuts. 49 400W Small Wind Turbine (SWT) system to generate electricity: Demonstrative model of wind battery charger consisting of following. i) 12Volts, 400 Watt Wind mill ii) Battery iii) Pedestal fan for artificial wind generation iv) Anemometer of standard quality v) Wiring materials, lugs, ties etc. vi) Measurement of power generation facility. vii) Connection of Electrical load at the output. We have mentioned system specification; the specification of individual component should be given for evaluation purpose. Necessary installation & commissioning of the complete setup is included. 50 Complete set up of 40 Watt, 12 V DC solar street lighting system for student demonstration. Necessary components with installation are required.: Supply of Polycrystalline solar PV Module - 75 Wp under STC;Rechargeable Battery - Minimum 12.8V, 30 AH capacity Lithium Ferro Phosphate battery with required MPPT Solar Charge Controller cum Inverter;Light Source - White light emitting diode (W-LED) 18 Watt, W-LED luminaire. Pole height 2.5 m adjustable above the ground level. The set up should be suitable for students’ demonstration. 51 Set up to test the variation of R, C in R and RC triggering circuits on firing angle of SCR and observe the firing angles with R,C variation.: SCR Firing Circuit R, RC , UJT , DC bias triggering. • In built IC based DC regulated fixed power supply +12VDC/150mA & 9VAC. • One variable power supply 0-2VDC /150mA for DC triggering. • SCR 2P4M based circuit. . • On board lamp holder. • Circuit diagram printed on front panel & important test points brought out on front panel. • Power requirement: 230 VAC +10%, 50Hz Standard Accessories: 6 Volt / 1/4 W lamp, Patch Chords & Instruction Manual. 52 Set up to determine the firing angle using DIAC and TRIAC phase-controlled circuit on output power under different loads such as lamp, motor and observe the firing angles and load voltage in CRO.: Kit to study basic VI characteristics of TRIAC and DIAC * Consists of one no. BTA12 TRIAC with heat sink. * LM723 based 20V DC power supply for gate voltage. * One no. potentiometer used to vary the gate current. * 0 - 50V DC variable power supply for voltage variation. * One no. potentiometer to vary the Vmt1, mt2 . One no. high wattage fixed load resistor * One no. toggle switch to ON/OFF gate voltage. * Two no. DC ammeter, voltmeter / multimeter provided to measure device parameters. * 230V AC input. Power ON/OFF switch with indication. * All components should mounted on a screen printed PCB fixed on a nice 53 Set up to perform speed control of DC series / DC separately excited motor using SCR and observe the speed in digital meterand firing angles in CRO: D.C. SERIES MOTOR SPEED CONTROL TRAINER (SCR DRIVER) KIT: DC. Series Motor for operation at different speed using a Half Controlled Bridge Converter circuit using SCR with a free wheeling diode and to note Speed vs. Load Characteristics at open loop conditions. This Unit should consist of DC Series Motor (½ HP) coupled with a (i) DC Shunt Generator (¼ HP) for Loading and (ii) A DC Tacho generator to be used for speed feed control. A DC Meter must be provided for displaying the speed of the motor from the Tachogenerator. Meters must be provided for DC motor current and voltage measurements (AE make, panel type or Digital) Analog Controller for the above dc Series motor under closed loop control using dc tachogenerator feedback Using PID Control Methods. Sheet Metal enclosure with powder coating paint must be provided 54 Set up to perform speed control of 3-phase Induction motor using PWM inverter. Interpret speed-torque characteristics. Use variable voltage variable frequency drive.: To understand the concept of TRIAC firing method & working of speed control of motor using TRIAC by two different firing circuits methods. It contains inbuilt power isolation circuit to observe high voltage output signal on any Oscilloscope. This platform is provided with inbuilt AC/DC power supplies & exhaustive learning material.Features: Built in AC/DC Power Supply. On board two firing circuits. Firing angle control: 0 to 180 degree. Isolation between SCR power circuit and firing circuit. 2 Year Warranty. ScopeofLearning: To study speed control of AC Motor using DIAC Triac firing scheme. To study speed control of AC Motor using Ramp & padestal firing scheme. On board firing circuits :DIAC firing circuitRamp & Pedestal firing circuitPulse transformer :PT4502, 1:1Mains Supply:220V, 50 Hz. Universal motor:Single Phase-1 / 8 Hp specifications: Dimensions (mm):W 420 x D 255 x H 100 . Weight:1 Kg. (approximately). Operating Conditions:0-40C, 85% RH. Included Accessories :BNC – BNC cable:1 no. Mains cord:1 no. AC Motor:1 no. Learning material (CD):1 no. Learning material:CD (Theory, procedure, referenceresults, etc), Technical SpecificationsSpeed Control of AC motor using TRIAC. 55 Set up to measure the output voltage of chopper for resistive load by varying the frequency and /or duty cycle of chopper.: Set up will include the following: i) Experiments on different chopper configuration (Type A, B, C, D, E chopper) using SCR with a provision of variation of duty cycle of chopper in each case. ii) Loading arrangements up to 10A with resistive(R) & resistive–inductive (R-L) load. iii) On board SCR firing circuit. iv) Provision of digital display of Input supply current, Output load voltage & Load current. v) Provision of Test points to check the waveforms of Input supply current, Output load voltage, Load current and SCR firing pulse in CRO. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 56 Set up to measure change of speed of given D.C. series motor by varying armature voltage using step down chopper.: Set up will include the following: i) Class – A chopper using SCR for speed control of DC series motor. ii) Loading arrangements with 1HP, 220V DC series motor. iii) On board SCR firing circuit iv) Provision of Test points to check the waveforms of Input supply current, Output load voltage, Load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 57 Set up to measure change of speed of the given D.C. separately excited motor by varying voltage using step down chopper.: Set up will include the following: i) Two quadrant chopper using SCR for speed control of DC separately excited motor. Both Motoring mode & Regenerative braking operation of motor are included. ii) Loading arrangements with 1HP, 220V DC separately excited motor. iii) On board SCR firing circuit iv) Provision of Test points to check the waveforms of output load voltage, load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 58 Set up to control the speed of theseparately exited DC motor by changing the firing angle of SCR using single phase full converter and measure the speed.: Set up will include the following: i) Single phase full controlled bridge rectifier using SCR for closed loop speed control/ open loop control of 1HP separately exited D.C. motor. ii) Loading arrangements with 1HP, 220V DC separately excited motor. iii) On board SCR firing circuit. iv) Test points are to be provided to check the waveforms of input voltage, output load voltage, load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 59 Set up to control the speed of a single-phase capacitor split phase induction motor using DIAC –TRIAC circuit and facility to measure speed.: Set up will include the following: i) DIAC, TRIAC, 1HP single-phase capacitor split phase induction motor. ii) Other required components to control the speed of the motor using TRIAC with firing circuit using DIAC. iii) The components should be placed in a kit with their terminals out for connection using patch cord. iv) Provision of digital display of motor speed, input supply voltage, output load voltage & load current. v) Sockets & Patch cords to make all connections. vi) Instruction manuals for students’ demonstration. vii) Installation & commissioning is included. 60 Set up to control the speed of a DC motor using DC drives and microcontroller.: Set up will include the followings:i) 8051 microcontroller kit with interfacing connector and cable to dc motor driver, 8051 programmer, LCD display and power supply. Ii) USB 8051 programmer with software. Iii) 100W DC motor; iv) dc motor with bidirectional motor control. Required connector for drive compatible with microcontroller kit. v) Driver, LCD display and other interfacing cable. vi) separate LCD display with connector compatible with microcontroller kit; vii) Socket and patch cords to make all connections. viii) Instructional mannual for students demonstation. ix) software installed in PC & commissioning of the motor drive with microcontroller kit included. 61 Experimental setup for Dielectric Strength test set for transformer oil: Dielectric strength test set for transformer oil Automatic motor operated breakdown voltage tester of TRANSFORMER OIL: Breakdown voltage : 0-60KV, vertical panel mounted with voltmeter, glass cover encapsulated, test cup and gap measuring gauge. 62 Stroboscope gun: Stroboscope use high intensity XENON tube. LCD display with back light. Stroboscope range : 100 to 10,000 RPM. External trigger for stroboscope. Photo tachometer range : 10 to 99,999 RPM. Photo tachometer use the laser light beam. power supply via external AC/DC adapter included 63 Experimental kit of diffentiator and integrator using IC 741. : Experimental set up of diffentiator and integrator using IC 741. Offset voltage null facility should be provided.Test facilities to check input output wave using CRO. Kit should be comprises of Signal generator having triangular, square and sinusoidal wave should be provided along with the set up. 64 Experimental kit for Instrumentation amplifier using IC 741. : Experimental set up for Instrumentation amplifier using IC 741. test facity to measure and observe input, intermediate and output voltage, wave form. 65 Training kit for 8051 Microcontrollerhaving facility to interface with PC: 8 BIT EMBEDDED MICROCONTROLLER TRAINER FEATURES • Single board design with various resources • Excellent training platform for embedded applications • Software development tools include assembler and ‘C’ compiler • Easy adaptability to different versions of microcontroller in the same family SPECIFICATIONS • Experimental board for 40 pin MCS51 and AVR family of microcontrollers • In-system programming (ISP) facility for many microcontrollers • Double RESET signal with manual key • Crystal frequency: 11.0592MHz • On-board RS232 compatible serial interface terminated in a 9 Pin D female connector • 4×4 matrix keyboard • 16×2 alphanumeric LCD connector (4-bit interface) and trimmer for contrast adjustment • Four 7-segment LED displays • I2C EEPROM (24Cxx) • Real time clock (DS1307) with lithium battery and SRAM • 8-high current output port (500mA) for driving external loads • Two 12V sugar cube relays • Continuous tone piezo buzzer • Temperature sensor socket with thermostat functions • Four 8-bit A/D converter, one 8-bit D/A converter provided by PCF8591 • All port-pins available on 10-pin box header • 8 LEDs for easy logic state monitoring • 8 input trigger switches using 8 push buttons • ISP programming with Flash ISP for AT89S51/52/8252/AVR • Infrared remote control receiver module IC supported • P89V51RD2BN • AT89S52 Installable software on CD • Programmers notepad : Free, open source, text editor • Flash ISP programmer software for 89SXX • Bascom basic compiler (demo version) • MIDE-51: An IDE for MCS-51 microcontroller • WinAVR : open source C compiler for AVR • Sample programs for peripherals DC 12V/500mA output power supply EXPERIMENTS • Study of LED blink • Study of dancing light • Study of LCD display • Study of LCD-keyboard display • Study of 7 –segment display • Study of RC5 remote control test program 66 Setup for run and test Speed Control of a D.C. motor and note speed vs. Load characteristics at open loop condition using 8051 microcontroller kit and interfacing with PC.and also haveb)8051 microcontroller having facility ofstand alone operation.: Motor control interface card should have---- Motor Driver Unit, Interfacing Cards,Terminal connectors 20 - pin FRC Box Connectors, cables.8051 Micro Controller Kit DC Motor spec: Voltage 6.0V (Range: 1.5-12.), Speed: 2,700 rpm, Current: 0.02A, Torque: 5.88 mN. M; 67 Setup forrun and test Traffic light Control with 8051 microcontroller kit and interfacing with PC.and also haveb)8051 microcontroller having facility ofstand alone operation.: Microcontroler : Intel 80C51 Operating at 12 MHz Memory : -32 KB Onboard User Program Memory -12 KB Battrey Backed Up User program Memory -16 KB Battrey Backed Up User Data Memory Display : 40 Characters X 2 Lines LCD Display Keyboard : ASCII Keyboard Timer Counter Chip : 8253; 2 Counters available for User PPI : Two 8255 chips giving 48 TTL I/O Lines All Signals Terminated on 2 26 Pin FRC Connectors Serial Port : RS-232 Compatible serial port using 8250; signals treminated on a 9-pin D-type connector Expansion Bus : All address data & control bus brought out on 50 pinFRC connector for expansion Study Card Support : Dyna Series study cards support on this connector. All programs for study cards included in monitor program Modes Of Operation : -Introgation Mode : For interactive dialog with system -Assembler Mode : Line Assembler inbuilt in monitor helps you assemble programs directly -Single Step Mode : This mode is useful for Single Stepping inserting / removing breakpoints and debugging Software : – Powerfull Monitor Software with standard commands like move, fill, display/modify registers, execute Program, upload /download etc. – Single line assembler / dis-assembler.
Contract Date: Apr 08, 2025 Contract Value : ₹ 46.16 Lakh
Government Departments No of Bidders 7
West Bengal View Result →
7.
Educational and Research Institute #5610800 AOC
Bids Are Invited For 1 38 Model Ameoba On Board 10X15 Inch , Model Flower On Stand Superior , Model Digestive System Sup 30X12 , Model Endocrine System On Board , Model Dna On Stand , Model Kidney 10X15 Inch , Model Hydra , Model Lungs Working Kit Diy , Model Human Larynx , Model Liver Pancreas And Duodenum Imported , Model Muscular System On Board , Model Pitcher Plant Nepenthes , Model Skull Indian , Model Spirogyra , Model Dental Care , Slide Ameoba Binary Fission , Slide Ameoba , Slide Hydra , Slide Paramecium , Slide Yeast Budding , Slide Common As Per List , Ammeter Adarsh Dc Edm 80 , Cell Holder Plastic 2 Cell , Drawing Pin Pkt , Dry Cell Globe Make , Clinical Thermometer , Thermometer 10 To 110C Alcohol , Turmeric Paper 100Lvs Indica , Starch Iodide Paper Indica 100 Lvs , Horse Shoe Magnet Alnico 2 Sup , Kaleidoscope Brass , Copper Calorimeter 3X2 Inch , Periscope Wooden , Magnifier Metal Frame 4 Inch , Newton Colour Disc 6 Inch , Disse Needle Plastic Handle , Force Blunt Pointed 6 Inch , Ph Colour Chart , Ph Meter Pen Type , Seperating Funnel 250Ml Bg , Wheel And Axle Model Wooden , Led Assorted Pk Of 25 , Bulb 1 5V To 6V Pk Of 10 , Bulb Holder Single , Single Standed Wire 100 Yard , Wind Mill Student Project , Rain Water Harvesting Student Project , Earth Quake Model Student Project , Dam Working Model , Circuit Board Good And Bad Conductor , Sciss 6 Blunt Superior , Pulse Oximeter Imported , Pin Hole Camera Wooden , Magnesium Ribbon 25 Gms , Model Solar Cooker , Gold Leaf Electroscope Metallic , Mirror Strip Mounted On Wooden Base Total Quantity : 133
Contract Date: Ref. Documents Contract Value : ₹ 44,131
Government Departments No of Bidders 5
Haryana View Result →
8.
Heavy Industries and Public Enterprises #5288980 AOC
Bids Are Invited For Project Pragyan A Csr Initiative Of Agcl Mini Science Project- 1 Constellation Viewer dentification and study of Indian constellationsAbout Constellations Stars Pattern 2 Newtons DiscWhite light is made up of seven colours VIBGYOR Splitting of white light 3 Colour Shadow Combinations of colour lights Additive mixture of colourPrimary colours 4 Periscope Application of laws of reflection Angle of incidence and angle of reflection 5 Kaleidoscope Multiple reflection Symmetric imagesPatterns due to reflection 6 Laws of Reflection Laws of reflection for plane mirror Angle of incidence equal angle of reflection 7 Corner Mirror Multiple reflectionImage formula 8 Infinity Well Multiple reflections Image formation in parallel mirrors 9 Magic Water Tap Optical IllusionRefractive index of medium refraction 10 Total Internal Reflection Total internal reflection bending of light ray Optical fibre 11 Fun with Magnets Types of magnets Magnetic field and properties of field lines 12 Law of Inertia Newtons first law Inertia is opposing change in state of rest 13 Circle and Ball Newtons first law Inertia is opposing change in motion Centripetal force 14 Action & Reaction Newtons 3rd law of motion For every action there is equal opposite and reaction 15 Parrot in the Cage Persistence of vision Frames per second The basic concept of animation 16 Zoetrope Persistence of visionFrames per second The basic concept of motion picture 17 Pin screen Pressure Inverse relation of Pressure Area Representation ofpixels 18 Floating Ball Bernoullis principle Pressure difference and lift 19 Floating Fan Bernoullis principleAir pressure difference 20 Tornado Atmospheric disturbances currents storms Vortex of wind 21 Hand Pump Application of pressure to pump water Pressure volume relation 22 Anamorph Perspective Viewpoints Illusion and Graphical projection 23 Floating Magnets Properties of magnetAttraction in opposite poles and repulsion in like poles 24 Magnetic Field Tube and Immiscible Fluid Magnetic field and properties of magnets Density of liquid 25 Moment of inertia Moment of inertia Rotational inertia Distribution of mass 26 Lazy Tube Magnetic Field and ForcesEddy currentLenz Law 27 Hyperbola Conic sections Shape of hyperbola 28 Magnetic effect of electric current Magnetism Magnetic effects of electric current Compass deflectionOesterdos experiment 29 Pythagoras Model & Moire PatternPythagoras theorem and Interference of Light 30 Elliptical Carrom Board Conic sections Properties of ellipse. 31 Two Congruent Right Triangles Comparison of area of different geometric shapesCongruent shapes 32 Area of a CircleSimple illustration of derivation of area of circle 33 Geometric illustration of basic algebraic identity 34 Geometric illustration of basic algebraic identity 35 Geometric illustration of basic algebraic identity 36 Sum of the angles of a triangleElementary theorem of math 37 Tangram .Interesting tiling puzzle Basic geometric shapes 38 Parking PuzzleMathematical logic Algorithm Brain Teaser 39 Organ pipes Sound of different frequencies and wavelengthsMusical notes 40 Area of rhombus Simple illustration of derivation of area of rhombus 41 Transverse wave pendulum Mechanical waveBasic concepts of transverse waveActual Representation of vibrating particles and propagating wave 42 Area of triangle Simple illustration of derivation of Area of Triangle 43 Area of parallelogramSimple illustration of derivation of area of parallelogram 44 Coupled Pendulum Resonant frequencyThe resonant frequency depends on the pendulumÕs length. Longer pendulums have lower frequencies. 45 Solar LightConversion of solar energy into electricity Application of renewable energy sources Solar panel semiconductors 46 Wind Mill Working of wind mill Conversion of wind energy into electricity 47 Shape of earth due to rotationShape of earth Rotational force Centrifugal force 48 KE PE Track Conversion of energy Potential and Kinetic energy 49 Loop The Loop Conservation of energy The minimum speed necessary tocomplete the loop without falling. 50 Rope Puzzle Logic and Mathematical shapes study of surfaces 51 Refraction Cylinder Refraction of light Alphabet symmetry 52 Newtons CradleConservation of energy conservation of momentum and friction 53 Reflection Transmission Application of laws of reflection Reflection andTransmission of light. 54 Hand Battery Electric potential difference Electric battery Chemical effect of electric current 55 T PuzzleBrain Teaser Tiling Puzzle 56 Cone Run Uphill Centre of mass Gravity pulls on the centre of mass of objects. 57 Tower Of Pisa Center of mass Centre of gravity GravitationStability of structure 58 Lever Simple Machines Lever Type of lever 59 Pulley Block Pulley simple machineCombination of pulley. Mechanical Advantage) 60 Wheel and Axle How it is easy to rotate wheel when force is applied at a point distant from center 61 Heat Absorption Black Body Heat Absorption and Reflection Colour Temperature 62 Conductors and Insulators Electrical conductivity Types of conductor and insulator 63 Viscosity Tube Buoyancy Viscosity Density. 64 Rock and Minerals Different types of rock and mineral samplesDifference between them 65 DNA Double helix structure of DNAA T and G C pairs 66 Lateral Shift Refraction of light deviation in path 67 Force and types of frictionFriction speed due to surface texture Rolling Friction 68 Funny mirrors Distorted mirror Convex and concave mirrors 69 Marble Slide Conservation of momentum 70 Resonance Frequency and length of object resonating frequency 71 Weight Illusion Weight Illusion Volume and Density 72 Area of TrapeziumArea of trapezium using parallelogram 73 Sum of angles of QuadrilateralSum of angles of Quadrilateral Complete angle 74 Geometric illustration of basic algebraic identity 75 Electric bell Electric Circuit Electromagnet and magnetic effects of current 76 Human Torso Human Body Anatomy OrgansFunctions of Body parts 77 Ear and Eye Sense organs Functions of body parts Vision Hearing 78 Human Joints Types of joint In human bodyBones and ligaments 79 Plant Cell Eukaryotic cells Difference between cells Parts of cell 80 Animal Cell Difference between cells Parts of cell 81 80 users placardcolorful backgroundssafety placards Room entry banner andteachers manual per Institution 82 Comprehensive Annual Maintenance Contract for 1 Year per Institution 83 Two nos of Teacher Training per Institution At School Total Quantity : 249
Contract Date: Ref. Documents Contract Value : ₹ 7.13 Lakh
Government Departments No of Bidders 2
Assam View Result →
9.
Housing Urban and Rular Development #5179986 AOC
tender for Mow/Ar/Sr/Anurakshan/Sewage/ Other Various Works Of Govt. Resi. Qtrs. In Under M-2 Sub Dn, Pwd Bhopal Bldg. Sor Of 01.01.2024 Mow/Ar/Sr/Anurakshan/Sewage/ Other Various Works Of Govt. Resi. Qtrs. In Under M-2 Sub Dn, Pwd Bhopal, Transportation by manual labour including loading, unloading and stacking for lead upto 50 metre. Lime, moorum, building rubbish Add extra for every additional lead of 50 metre or part thereof. Lime, moorum, building rubbish Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 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 disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In-Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day. Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, (No extra lift is payable if work is done by mechanical means) Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In-Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day. Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) Excavating trenches of required widthfor pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to1.5 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 : (No extra lift is payable if work is done by mechanical means) in all kinds of soil Pipes, cables etc., not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. Extra for excavating trenches for pipes,cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to1.5 metre.) Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including getting out the excavated materials, refiling the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Ordinary rock : Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia Hard rock (requiring blasting) Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. Hard rock (blasting prohibited) Pipes, cables etc. not exceeding 80 mm dia. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. Extra for excavating trenches for pipes,cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) Extra rates for quantities of works,executed: In or under water and/or liquid mud,including pumping out water as required. In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the Centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. Filling available excavated earth (excluding hard rock/Ordinary 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. Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) All kinds of soil. Ordinary or hard rock. Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. All kinds of soil. Ordinary rock Hard rock (requiring blasting) Hard rock (blasting prohibited) Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. Deduct for disposed soil not levelled and neatly dressed. Preconstruction antitermite treatment to the building under construction by providing. Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side. Stage3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-25 – Grade concrete M-20 – Grade concrete M-15 – Grade concrete M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) With 40mm nominal size graded stone aggregate. M-15 - Grade concrete M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate With fly ash. 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M-25 – Grade concrete M 20 – Grade concrete M 15 – Grade concrete M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate With 40mm nominal size graded stone aggregate M-15 - Grade concrete M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Centering and shuttering including strutting, propping etc. and removal of form work for : Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. Above plinth: Columns, pillars, posts and struts. Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. (With 20mm nominal size graded stone aggregate) Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. Including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 sand), including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. M-25 (With 20mm nominal size graded stone aggregate) M-20 (With 20mm nominal size graded stone aggregate) M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : M-15 (With 20mm nominal size graded stone aggregate) M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Providing and Fixing upto floor two level precast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. M-15 (With 20mm nominal size graded stone aggregate) M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Extra for concrete work in superstructure above floor two level for each floors or part thereof Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note for item No. 4.15:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. Extra for laying concrete in or under foul positions. Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete M-15 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M-20 Grade Concrete Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. M-20 Grade Concrete Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel. Above plinth upto 3.6 m height from plinth level 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 3.6 m, for every additional height of 1 metre or part thereof. Suspended floors, roofs, landings, balconies and access platform. Shelves(Cast in situ) Lintels, beams, girders, bressumers and cantilevers Columns, Pillers , Piers, Abutments, Posts and Struts. Stairs, (excluding landings) except spiral- Staircases. Spiral staircases (including landing). Arches, domes,vaults upto 6m span Extra for arches, domes, vaults exceeding 6 m span Chimneys and shafts Coffer/waffle slab of any size or shape as shown in the drawing. Well steining Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. Cornices and mouldings Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. Weather shade, Chajjas, corbels etc., including Edges. Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) 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 3.6 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). Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick 40 mm thick 25 mm thick Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- (1).  Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. (2).     No extra payment shall be done for overlaps and/or couplers. (3).  Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Mild steel and Medium Tensile steel bars. Hard drawn steel wire Cold twisted bars (CTD) Hot rolled deformed bars Hard drawn steel wire fabric Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786 Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. Providing and filling in position, blown bitumen in expansion joints. Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 12 mm thick 25 mm thick 50 mm thick Providing and fixing sheet covering over expansion joints with iron screws as per design. Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 150mm wide. 200mm wide. 250mm wide. Aluminium fluted strips 3.15mm thick. 150 mm wide. 200 mm wide. 250 mm wide. Stainless steel Grade 304 plate-1.0 mm thick 150 mm wide. 200 mm wide. 250 mm wide. Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Preparation of grooves Preparation of Drip course Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under ubsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition Extra for laying reinforced cement concrete in or under foul positions. Providing and laying in position ready mixed concrete (RMC) of M-20 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 320 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) All works upto plinth level. All works above plinth level and upto floor V level. Extra for each additional floor for all works above floor five level Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement (3 nos for single rebate and 4 nos for double rebate) tied with 3mm mild steel stirrups @ 200mm c/c, with high destiny virgin polymer blocks of size 25X25X125 mm, to receive hinges (3 to 4 for door and window and at least 2 for ventilator), each polymer block having at least four holes for passing one of the main reinforcement bar, providing specially designed M.S. galvanised sleeves for accommodating 6mm dia. fully threaded hold fast bolts, and providing hole cap for receiving 16mm dia sliding door bolts (L-drop), providing virgin high density polymer blocks for fixing socket of tower bolt window frame provided with holes between or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. Frame 125 mmx 60 mm (double rebate) Frame 100mmx 60 mm (Single rebate) Frame 85mmx 60 mm (Single rebate) Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement:6 sand). Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement:6 sand). Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement: 6 sand). Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand) Cement Mortar 1:6 (1 cement : 6 sand) Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 100 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Having 75 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Having 50 kg / cm2 average compressive strength. Cement mortar 1:4 (1 cement : 4 sand) Cement mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1 cement : 4 sand) Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. Having 100 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Having 75 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Having 50 kg/cm2 average compressive strength. Cement mortar 1 : 3 (1 cement : 3 sand) Cement mortar 1 : 4 (1 cement : 4 sand) Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg/sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work under sub - water with the quantity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. Extra for laying brick work in or under foul position. Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM 1660- 09,applied in uniform thickness of 2 to 3 mm in horizontal and verticals joints using special trowel, polymer modified mortar having minimum compressive strength and minimum splitting tensile strength of not less than 5MPa and 0.34 MPa respectively as per ASTM international standard including raking out joints. The surface of masonry units (AAC-Block) should be slightly moist prior to application of jointing mortar. Block should be gently pressed down using a rubber mallet to expel out entrapped air and the masonry shall be cured two days. 1st layer of masonry block shall be placed on perfectly leveled surface, which if required, shall be leveled with M-15 cement concrete at plinth or floor level. Masonry shall have 75mm thick RCC band with M-15 cement concrete having 2 bars horizontal of 8 mm dia with 8mm dia U- shaped single stirrup @ 300mm C/C. Such horizontal bands shall be placed at sill level and lintel level where there is a provision of windows in walls otherwise placed at vertical interval of 1.8 meter in vertical direction shall be spaced at 4.5 meter in horizontal direction. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. AAC Masonry in polymer modified mortar Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) Reinforcement shall be designed & spot welded as per ACI 523.4R-09 and shall have anti corrosive protective coating as per IS: 6441 (Part -4). The roof slabs shall have tongue and groove arrangement, jointed with polymer modified mortar, as per ASTMC 1660-09, groove provided with one bar of 10mm dia and filled with M20 grade cement concrete. Both ends of bar in groove shall be tied with bond beam of minimum 80 mmwidth and depth equal to slab/panel thickness running at center of load bearing wall/ beam/ supports and on other support as well to achieve diaphragm action as per IS 1893:2000. The Peripheral bond beam shall have minimum 2 bars of 12 mm dia as longitudinal bars which shall be held down by hook made in 12 mm dia vertical bars coming out from structural beam. However Concrete in groove and bond beam shall not be paid separately but shall be measured with AAC reinforced slab. Precast or lintel and chhajja shall be jointed with cm 1:6 or 2 to 3 mm thick polymer modified cement mortar as per ASTMC 1660-09 to AAC Block masonry. Structural steel if used for providing support to the lintels (such as cleat of angle iron, C-section anchored/hold fasted to column) at column end towards (where door / window opening is adjacent to the column) shall not be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti- corrosive protective coating on reinforcement inside AAC slab / lintel/chhajja etc. complete up to floor two levels. All reinforcement of peripheral bond beam, grooves and inside AAC slab, lintel, and chhajja shall be paid @ SOR rate (including tender percentage) separately. Quantity of reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 sand) Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1cement: 6 sand). Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof Square or rectangular pillars Circular pillars. Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. Cement mortar 1:6 (1 cement : 6 sand) Cement mortar 1:6 (1 cement : 6 sand) Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof Extra for coursed rubble masonry with hard stone (first or second sort) in : Square or rectangular pillars Circular pillars. Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each stone and supported on and including bricks cove in cement mortar 1:4 (1 cement :4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. White sand stone With common burnt clay bricks of 25 kg/cm2 compressive strength. Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: Red sand stone White sand stone 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. Extra for laying stone work in or under foul position. Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels. (A) Structural analysis and design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage and protection against fire hazard including: (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (C)   Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (D)   Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (E)  Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, TandP, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin- Charge. Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. Upto two decimal places.Note: 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science and Technologies, India. Cost of testing is inclusive in the rates. Performance Testing of Structural glazing system Tests to be conducted in the NABL Certified laboratories(1) Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) and (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range upto 2000 ml.”(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml”(4) Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site (6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts,washers etc complete. Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: a)   Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b)       Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades.The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF / fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c)       The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material and labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Sal wood Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood Frame of size 100mmX60mm single or double rebate Frame of size 120mmX60mm double rebate. Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) Sal wood Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. Second class teak wood 35 mm thick shutters 30 mm thick shutters Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 35 mm thick shutters 30 mm thick shutters Kiln seasoned selected planks of sheesham wood. 35 mm thick shutters 30 mm thick shutters Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 35 mm thick 30 mm thick Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Second class teak wood Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. Ply wood 5 ply, 9 mm thick : Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type Ply wood 7 ply, 9 mm thick : Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type Particle Board 12 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. Coir Veneer Board (conforming to IS 14842) 12 mm thick Float glass panes 4 mm thick glass pane (weight not less than 10 kg/sqm) 5 mm thick glass pane (weight not less than 12.5 kg/sqm) Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 35 mm thick 30 mm thick Kiln seasoned and chemically treated Haldu, Kail, Bija wood 35 mm thick 30 mm thick Kiln seasoned selected planks of sheesham wood. 35 mm thick 30 mm thick Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 30 mm thick shutters 35 mm thick shutters Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 5 mm thick instead of 4 mm thick. 10 to 12 mm float glass 5.5 mm safety glass 10-12mm safety glass Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). Deduct for not providing hinges in doors, windows or clerestory window shutters with : Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : Panelled or panelled and glazed shutters : Using ISI marked anodised aluminium butt hinges with necessary screws. Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Glazed shutters : Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 12 mm thick 18 mm thick Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 18 mm thick 25 mm thick Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 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). 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) : Rectangular or square. Circular. Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge: 35 mm thick shutters 30 mm thick shutters Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 25 mm long 32 mm long 40 mm long 50 mm long 60 mm long Providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 40 mm thick. 25 mm thick. 20 mm thick 12 mm thick Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 12 mm thick 18 mm thick 25 mm thick Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 18 mm thick 25 mm thick Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 2nd class teak wood 50x12 mm 50 x 20 mm Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 50x12 mm 50x20 mm Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. Non decorative veneer on both sides. Particle board with decorative veneering on both sides. Providing and fixing teak wood lipping of size 25x3 mm in pelmet. Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 12 mm dia. 20 mm dia. 25 mm dia. Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets 20 mm dia (heavy type) 25 mm dia (heavy type) Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Fixed to openings /wooden frames with rawl plugs screws etc. Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. Providing and fixing fly proof galvanized M.S. 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. 0.63 mm all complete. With 2nd class teak wood beading 62x19 mm. With 12 mm mild steel U beading. Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 125x65x2.12 mm 100x58x1.90 mm 75x47x1.70 mm 50x37x1.50 mm Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 125x90x4.00 mm 100x75x3.50 mm 75x60x3.10 mm 50x40x2.50 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 125x65x2.12 mm 100x58x1.90 mm 75x47x1.70 mm 50x37x1.50 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 150x125x27x2.80 mm 125x125x27x2.80 mm 100x125x27x2.80 mm 75x100x20x2.24 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 150 mm 125 mm 100 mm Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 150 mm 125 mm 100 mm Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. Overall width 35 mm. Overall width 50 mm. Overall width 65 mm. Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 300x16 mm 250x16 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 300x20x6 mm 250x20x6 mm Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 125 mm 100 mm 75 mm Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 150 mm 115 mm 90 mm Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 300 mm weighing not less than 200 gms. 250 mm weighing not less than 150 gms. 200 mm weighing not less than 120 gms. Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 300x16 mm 250x16 mm Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 300x20x6 mm 250x20x6 mm Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 125 mm 100 mm 75 mm Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 150 mm 115 mm 90 mm Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 300 mm weighing not less than 200 gms. 250 mm weighing not less than 150 gms. 200 mm weighing not less than 120 gms. Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm 100X58X1.90 mm 75x47x1.80 mm 50x37x1.50 mm Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x2.50 mm 100x60x2.50 mm 75x50x2.50 mm Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) 125x70x4 mm (ordinary type) 100x85x5.5 mm (heavy type) 100x70x4 mm (ordinary type) 75x65x4 mm (heavy type) 75x40x2.5 mm (ordinary type) 50x40x2.5 mm (ordinary type) Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 150x125x27x5 mm 125x125x27x5 mm 100x125x27x5 mm 75x100x20x3.2 mm Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 400x10 mm 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 250x16x5 mm Providing and fixing bright finished brass handles with necessary screws etc. complete. 125 mm 100 mm 75 mm Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 300x16mm 250x16mm Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 40 mm 50 mm 65 mm 75 mm Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms 250 mm weighing not less than 280 gms 200 mm weighing not less than 240 gms Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 150 mm 115 mm 90 mm Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete. 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 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : Size 40 mm Size 50 mm Size 65 mm Size 75 mm Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 300x16mm 250x16mm Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 400X10mm 300x10mm 250x10mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 300x16x5mm 250x16x5mm Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm 100 mm 75 mm Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms 250 mm weighing not less than 280 gms 200 mm weighing not less than 240 gms Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: Note:- Aluminum hinges shall not be used in wooden shutters. 125x75x4 mm 125x63x4 mm 100x75x4 mm 100x63x4 mm 100x63x3.2 mm 75x63x4 mm 75x63x3.2 mm 75x45x3.2 mm Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 300x16 mm 250x16 mm Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 400X10mm 300x10 mm 250x10 mm 200x10 mm 150x10 mm 100x10 mm Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125 mm 100 mm 75 mm Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper Twin rubber stopper Providing and fixing aluminium casement window stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge. Providing and fixing PTMT handles with necessary screws etc. complete. 125x34x24 mm weighing not less than 23 gms. 150x34x24 mm weighing not less than 26 gms. Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 152x42x18 mm weighing not less than 60 gms. 202x42x18 mm weighing not less than 78 gms. Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Kiln seasoned selected class of sheesham wood. 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 With 2nd class teak wood beading 62x19 mm. With 12 mm mild steel U beading. Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm (base and height). Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). Triple strip vertical type. Double strip (horizontal type). Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 300mm long 450mm long 500mm long Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) Providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. Marine plywood conforming to IS: 710 Fire retardant plywood conforming to IS: 5509 Providing and 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. 1.5 mm thick. 1.0 mm thick. Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing l With decorative veneering on one side and commercial veneering on other side. With non decorative veneering on both sides. Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 12 mm thick. 18 mm thick. 25 mm thick. Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, (one side decorative and other side balancing lamination) with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 18 mm thick 25 mm thick Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). Board 12 mm thick Board 18 mm thick Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 18 mm thick 25 mm thick Providing and fixing plain lining with necessary screws/nuts and bolts/ nailsincluding a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-in-charge. (Frame work shall be paid for separately) 12 mm thick commercial ply conforming to IS: 1328 BWR type. 18 mm thick commercial ply conforming to IS: 1328 BWR type. Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: Extruded section Profile size 48x40 mm. Extruded section Profile size 42x50 mm. Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of a UPVC hollow H section, section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm and 1.0 mm (± 0.1mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mmx2) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles and rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification and drawing. Plain PVC door shutters. Pre laminated PVC door shutters. Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of app 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mmx17 mmx 1 mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded mm PVC sheet as panel. The styles and 5 rails will be mitred cut and joint with the help of PVC solvent cement and self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm and 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: Non decorative finish. Decorative finish (both side wood grained finish). Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (±0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35x15mm and self driven self taping screws, the vertical door profiles to be reinforced with 40x20mm M.S. rectangular tube of 0.8 mm including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm x 20 mm x 1 mm, joints of styles and rails to be mitered cut and joint with the help of PVC solvent cement, self driven self tapping screws and M.S. rectangular pipes bracket of size 190 mm x100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-incharge. Non decorative finish (matt finish). Decorative finish (wood grained finish). Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc.complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) Casement Window (Outward/Inward opening) with hinge System. Frame (50 mm x 50mm) Sash (Style and Rail) (62 mm x 34 mm) Mullion (intermediate Section) (66mm x 50 mm) ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) Glazing bead (12mm x 18mm) Casement Window (With friction hinge and outward opening) Casement Frame (67mm x 62mm) Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) Casement Glazing bead (35mm x 18 mm) Sliding Window (Two Track, 2/4 Shutters) Two Track Sliding Frame (67mm x 52mm) Sliding window Sash (60mm x 44mm) Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) Sliding Glazing bead (35 mm x 18 mm) Sliding Door (Two Track, 2/4 Shutters) Two Track Sliding Frame (67mm x 52mm) Sliding Door Sash (80mm x 44mm) Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) Sliding Glazing bead (35 mm x 18 mm) Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 200 x 19 x 1.9 mm 250 x 19 x 1.9 mm 300 x 19 x 1.9 mm 350 x 19 x 1.9 mm 400 x 19 x 1.9 mm Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±.0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads, UPVC extruded interlocks and UPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners. Including drilling of holes for fixing hardwares and drainage of water etc. and adjacent finished wall shall be filledwith weather proof silicon sealent over After fixing frame the gap between framebacker rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension UPVC extruded glazing beads, UPVC extruded interlock and UPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture.M.S. frame shall be covered with 5mm thick prelaminated heat moulded PVC C channel of size 30mmx100mm forming stiles and 5mm thick prelaminated 125mm wide PVC sheets for top rail, lock rail and bottom rail on eigher side of panel and 15mm (5mmx3) thick, 20mm wide cross PVC sheet as gap insert for top and bottom rail. Panelling of 10mm thick prelaminated PVC sheet to be fitted in the M.S. Frame welded/sealed to the stiles and rails with 30mm wideX5mm thick prelaminated PVC sheet beading on eigher side and additional 30mm wide PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 24 to 25 mm thick plain solid PVC flush door shutter 28 to 30 mm thick plain solid PVC flush door shutter Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 1mm thick laminated sheet 0.12 mm thick laminated sheet Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed 1st class hard wood of width not less than 65mm for style, top rail, bottom rail and 125mm for lock rail. Block board shall be provided with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed 2nd class teakwood internal lipping battens fixed in jointed 2nd class teakwood internal ipping (battens) fixed in factory by using peneumatic gun, of depth not less than 25 mm on all edges of shutters. Spacing of finger joints in wood as above shall not be less than 50cm. Both surfaces of shutters to be provided with 1.00 mm thick decorative high pressure laminated sheet on plain/ wood grain in gloss/matt/suede finsh with high density protective surface. Adhesive on revers side of lamination sheet shall be as per IS: 2046 type S of approved (opening) withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed 1st class hard wood of width not less than 65mm for style, top rail, bottom rail and 125mm for lock rail. Block board shall be provided with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed 2nd class teak wood external lipping (battens) fixed in factory by using peneumatic gun, of depth not less than 25 mm on all edges of shutters including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 25mm thick including 3 nos. 100mm long, screws. ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed 1st class pine wood of width not less than 65mm for style, top rail, bottom rail and 125mm for lock rail. Block board shall be provided with well matched 3mm thick commercial 3 ply veneering consisting of vertical grains, cross bands and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed 1st class pine wood of width not less than 65mm for style, top rail, bottom rail and 125mm for lock rail. Block board shall be provided with well matched 3mm thick commercial 3 ply veneering consisting ofvertical grains, cross bands and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed. Spacing of finger joints in wood as above shall not be less than 50 cm. Both surfaces of shutters to be provided with 1.00mm thick decorative high pressure laminated sheet on plain/wood grain in gloss/matt/suede finish with high density protective surface layer of make thereby not requiring polish, putty or painting work. Adhesive on reverse side of lamination sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as perspecification and direction of engineer-in- charge. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws.screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed 1st class pine wood of width not less than 65mm for style, top rail, bottom rail and 125mm for lock rail. Block board shall be provided with well matched 3mm thick commercial 3 ply veneering consisting of vertical grains, cross bands and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in- charge. Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6mm for diagonal braces Using flats 30x6mm for diagonal braces and central cross piece. 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 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25mm M.S. laths with 1.25 mm thick top cover. 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 80x0.90 mm M.S. laths with 0.90 mm thick top cover. Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area. Exceeding 16.80 sqm in area. Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). Providing and fixing ball bearing for rolling shutters. Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including 2.5mm thick M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: Profile B of 1.60mm thick single rebate of size 80mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile C of 1.60mm thick single rebate of size 100mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile E of 1.60mm thick double rebate of size 115mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile B of 1.25mm thick single rebate of size 80mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile C of 1.25mm thick single rebate of size 100mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Profile E of 1.25mm thick double rebate of size 115mmx50mm Fixing with adjustable lugs with split end tail to each jamb. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work 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. Hot finished welded type tubes Hot finished seamless type tubes Electric resistance or induction butt welded tubes. Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. 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, beams during laying including painting the exposed portion of loop, all as per standard design complete. Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm 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 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. Providing and fixing bolts including nuts and washers complete. Providing and fixing M.S. rivets of sizes in position. Welding by gas or electric plant including transportation of plant at site etc. complete. 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. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. M.S. tube. E.R.W. tubes. Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10x60 mm 10x80 mm 10x120 mm 10x140 mm 10x160mm 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 and 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-in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. With 4.0 mm thick glass panes With 5.50 mm thick glass panes With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. Add extra for providing and fixing froasted glass instead of float glass. With 4.0 mm thick glass panes. With 5.5 mm thick glass panes. Supplying at site: R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum) between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. Fencing with barbed G.I. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) Made of G.I. wire. Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated (base steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 grams/Sqm) section for external frame 33 x 58 x0.58mm, glass holding flanges made of polypropylene, sections are to be cut to length, miter joined with corner bracket. The above frames should be fixed to the concrete/masonry walls by means of self- expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. (glazing shall be paid separately as per SOR rate) Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/ powder coated (Base Steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 GM/Sq.mtr) Section for external frame should be of 59x44 x0.58mm, Section for shutter should be of 35x50 x0.58mm. Without glazing (glazing shall be paid separately as per SOR rate) Corner bracket for internal and external frame made of glass filled nylon. Gaskets are to be made of Ethyl Propylene Diamine Monomer (EPDM). The sections are to be cut to length, joined and assembled by means of corner bracket. The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/ powder coated (Base Steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 gm/sqm). Section for external frame should be of 107x44 x0.58mm, section for shutter should be of 35x49 x0.58mm. Section of mesh should be of 35 x 49 x0.58mm. Without glazing (glazing shall be paid separately as per SOR rate) corner bracket for internal and external frame made of glass filled nylon. Gaskets are to be made of Ethyl Propylene Diamine Monomer (EPDM). The sections are to be cut to length, joined and assembled by means of corner bracket. The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) Dark shade pigment with Ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with 50% white cement and 50% ordinary cement. White cement without any pigment. Light shade pigment with ordinary cement. Ordinary cement without any pigment. Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : Light shade using white cement. Medium shade using 50%white cement and 50% ordinary cement. Dark shade using ordinary cement. Ordinary cement without any pigment. Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : Light shade pigment using white cement. Medium shades pigment using 50% white cement and 50% ordinary cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : Light shade pigment using white cement. Medium shade pigment using 50% white cement, 50% ordinary cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. Light shade pigment using white cement. Medium shade pigment using 50% white cement 50% Grey cement. Dark shade pigment using ordinary cement. Ordinary cement without any pigment. Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) Makrana white second quality. Raj Nagar plain. Agaria White/Morgarh Katni marble Black Zebra. Udaipur / Baroda green marble Pink plain marble. Jaisalmer Yellow Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black Granite fine grained dark crystal of other colours and various patterns Granite coarse grained light black/ light red/white with crystal of other colours and various patterns Granite grey/pink/brown with various patterns Cuddpah stone Extra for prefinished nosing to treads of steps of marble stone. Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Area of slab upto 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Area of slab upto 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter Gray/Pink/Brown or equivalent with various patterns Deduct for not polishing granite flooring (item no 11.29 & 11.30) Providing and laying 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 admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent Flamed Finish Polish Leather Finish Polish Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. 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 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 Kota stone slabs 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. 10-12 mm thick 20 mm thick Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work Granite work. Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. Extra for providing opening of required size and 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 moulding, rubbing and polishing of cut edges etc. complete. Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. Red sand stone White sand stone Grey lime stone Kota stone 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone White sand stone 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar Red sand stone White sand stone Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness 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 sand) including grouting the joints with white cement with matching pigments etc., complete. Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. Granite tile of any colour /shade Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Gunmetal cramps. Stainless steel cramps. Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 6 mm. Fastener with threaded dia 10 mm. Fastener with threaded dia 12 mm. Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. White Agaria Marble Stone. Granite Stone of approved shade. Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of : a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GICheck nuts screwed on the stud for level adjustment upto50mm, locking and stabilizing thepedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in- charge.C) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemisphericalcones.The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should beCorroresist epoxy coated for lifetime rustprotection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixedwith lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturersspecification and as per the direction of Engineer-in-charge. All specification must be printed on theside of the panel to ensure the quality of the product. 300 mm Finished Floor Height (FFH) 450 mm Finished Floor Height (FFH). Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 1 mm thick 2 mm thick 3 mm thick Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 100 mm thick 200mm thick Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/ laying of inter locking paver blocks into the 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 including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-35 grade 60 mm thick C.C. paver block of M-35 grade 60 mm thick C.C. paver block of M-30 grade Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to 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). Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) including pointing with an admixture of pigment to match the shade including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. Granite Door frame for 100mm thick wall Thickness. Granite Door frame for 200mm thick wall Thickness. Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete Plain ivory light shade Size 600X600mm thickness 9-10mm Dark shade (terracotta) Size 600X600mm thickness 9-10mm Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete Plain ivory light shade Size 600X600mm thickness 9-10mm Dark shade (terracotta) Size 600X600mm thickness 9-10mm Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm In dark shade glossy/rustic/stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm In dark shade glossy/rustic/stain finished (a) Size 600X600 mm thickness 9-10 mm (b) Size 800X800mm thickness 11-12mm (c) Size 800X1200 mm thickness 11-12mm Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light colour and shades as ivory, beige blanco, grey etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) In dark colour and shade etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light colour and shades as ivory, beige blanco, grey etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm In dark colour and shades etc. (a) Size 300X300 mm thickness 9-10 mm (b) Size 600X600mm thickness 9-10mm Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) Size 600X600 mm thickness 9-10 mm Size 800X800mm thickness 9-10mm Size 800X1600mm thickness 9-10mm Size 1000X1000mm thickness 9-10mm Size 600X1200 mm thickness 9-10mm Size 800X1200 mm thickness 9-10mm Size 1200X1200 mm thickness 9-10mm Size 1200X1800 mm thickness 9-10mm Size 1200X2400 mm thickness 9-10mm Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades Size 300X600 mm thickness 9-10 mm Size 600X600 mm thickness 9-10 mm Size 800X800mm thickness 11-12mm Size 600X1200 mm thickness 11-12mm Size 800X1200 mm thickness 11-12mm Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). Area of tiles not less 0.18 sqm Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter Course granite light Black/light Red/ off White with crystals of other colors and various patterns Gray/Pink/Brown with various patterns Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Area of tiles not less 0.18 sqm Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns Gray/Pink/Brown with various patterns Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100% PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tuftedweight 1830g/sqm approx. Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch,moisture protection, flame protection,U.V resistant. backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer .The Seamless impregenated decorative layer of specified size. design, colour and pettern, all bonded together under high temperature and pressure with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer of specified design,colour and pattern, all bonded together under high temperature and pressure with eco-friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layerwith a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 300x300mm 400x400mm 600x600mm Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. Supply and application of vinyl flooring of 4.5 mm thick with 1.5 mm wear layer comes in oll size of (1.8mx15m) available in different color options. PVC vinyl cushion indoor flooring comes with I indentation of less than 0.5 and also have good abrasion and impact resistance. It also have better shock absorption property of more than 35 and good ball rebounce property of about 98%. Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00mm thick with zinc coating not less than 275gm/m² 0.80mm thick with zinc coating not less than 275gm/m² 0.63 mm thick with zinc coating not less than 275gm/m² Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 0.80mm thick with zinc coating not less than 275gm/m² 0.63mm thick with zinc coating not less than 275gm/m² Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/m² 0.63mm thick with zinc coating not less than 275gm/m² Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. Extra for providing and fixing wind ties of 40x 6 mm flat iron section. Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges Plain wing adjustable ridges Close fitting adjustable ridges Unserrated adjustable hips Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: Corrugated apron pieces Eaves filler pieces North light curves ventilator curves Barge boards Ridge finials Special north light curves S type louvers Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self-drilling/ self- tapping screws complete : Ridges plain (500 - 600mm). Flashings/ Aprons.( Upto 600 mm) North light curves. Barge board (Upto 300 mm) Crimp curve Gutter. (600 mm over all girth) Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 2mm thick flat. Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, Vertical Standing Seam manufactured at both sides of the panel. Snap-on connector to interlock the panels shall have a grip- lock double tooth locking mechanism to ensure maximum uplift capability and shall be of same color as that of panel. Panel shall be factory sealed/end welded panels with additional End-cap/Aluminium U- Profile (mill finish) for ends. Panel shall be co-extruded with special anti- glare compound and UV protected. The full system shall be fitted on MS purlins perpendicular to direction of sheeting with purlin spacing as specified by Manufacturer.The rate includes cost of all the operations, labour and all materials and tests (as applicable) involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 10mm thick 16mm thick Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : Red sand stone slab White sand stone slab : Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 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 sand) and grouting the joints with mix of white cement and 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. Providing and fixing on roof pressed clay tile (Mangalore tile) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 100 mm diameter 150 mm diameter Providing and fixing ISI marked sand cast iron rain water pipes. 100 mm dia minimum wall thickness 5mm 150 mm dia minimum wall thickness 5mm Providing lead caulked joints to sand cast iron rain water pipes and fittings : 100 mm dia. Pipe 150 mm dia. Pipe Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : Sand cast iron bend : 100 mm diameter 150 mm diameter Sand cast iron plain shoes : 100 mm diameter 150 mm diameter Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 75 mm diameter (minimum wall thickness 1.8mm) 110 mm diameter (minimum wall thickness 2.2mm) Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Single push fit Coupler : 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Single tee with door 75x75x75 mm (minimum wall thickness 1.8mm) 110x110x110 mm (minimum wall thickness 2.2mm) Single tee without door 75x75x75 mm (minimum wall thickness 1.8mm) 110x110x110 mm (minimum wall thickness 2.2mm) Bend 87.5° 75 mm bend (minimum wall thickness 1.8mm) 110 mm bend (minimum wall thickness 2.2mm) Shoe (Plain) 75 mm Shoe (minimum wall thickness 1.8mm) 110 mm Shoe (minimum wall thickness 2.2mm) Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 75 mm (minimum wall thickness 1.8mm) 110 mm (minimum wall thickness 2.2mm) Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) Stone ware spout Upvc spout (Pipe dia.110 mm) Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron on top side & 12 micron on back side with epoxy primer and polyester wash-coat as per AZM 150. Roofing should be designed as per ASCE 7-20 international building code 2002. The analysis should carried out for span and center arch – rise considering the required live load, wind load, dead load and the seismic factor. The analysis should also determine the thickness of steel and the end reactions at the beam level. Shop drawing of roofing system shall be submitted by the contractor through the consultant, and the same shall be checked and approved by the department. The roof panel formation shall be done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature. In this process the width of the sheet reduces from 0.914 meter to 0.61 meter (tolerance ± 0.02m). The roof panel shall be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of the panels during lifting and placing. The crane shall hold/support the panel till the alignment is done and completed using a plumb and a water tube and bolted into beam. These curved panels have interlocking formation and are crimped together using mechanical seaming machine which imposes a load of approximately five tones to ensure the seaming of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel end in 15cm width to form a protective layer between panel and concrete beam. These panels are installed over water proof concrete gutter –beams having beveled edge to receive (support) curved panels. Beam shall design for arch reaction and vertical loads. Plaster shall not be applied on the beam. Schmidt Hammer test of the concrete should be carried out before erection to ensure that the anchor bolt can be securely fixed on support. In case of steel structure a steel runner plate of 6mm thickness and G.I. sheet gutter of suitable size shall be provided for installation of panels, G.I. anchor bolt of required sizes and type with G.I.washer and neoprene washers shall be provided as per design. After installation of panels, trapezoidal voids are created between gutter– beam and panels which should be covered by a flashing fabricated or brick masonry which is to be paid separately. Area of this roof shall be measured along the periphery on hem- top between end to end of panels. Ridge and valley shall not be taken in to consideration for measuring length transverse to periphery. The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. Base metal thickness 0.8mm up to span 15 meter Base metal thickness 0.9mm , up to span 18 meter Base metal thickness 1.0 mm, up to span 21 meter Base metal thickness 1.1 mm, up to span 23 meter Base metal thickness 1.2mm, up to span 25meter Base metal thickness 1.3 mm, up to span 27 meter Base metal thickness 1.4mm, up to span 29meter Base metal thickness 1.5 mm, up to span 31 meter Base metal thickness 1.6 mm, up to span 33 meter Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 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 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board Flat surfaces Curved surfaces Sunk or raised mouldings Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.5 mm thick tapered edge gypsum board Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) Gypsum moisture resistant board. Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, 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 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm 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 for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 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. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. Tile ends will be raised with pips and stops to ensure positive engagement into the spring to enable for de-mounting of individual panels. The Tile sides will be sufficiently high to ensure a minimum deflection across the length of Tile. All Tiles will be bevel edged. The Tile shall be epoxy polyester powder coating with ANTIBAC in white colour which is in compliant to rod directive. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12mm thick insulating board Natural colour insulating board White face insulating board Flame retardant face insulating board Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. Extra for providing and fixing ceiling to curved surfaces in narrow widths Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) T- sections 35 x15x1.5 mm size main runners and cross runners 23.5x19x1.5mm fixed to main runners placed 600 mm centre to centre both ways so as toform a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centreincluding fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paidseparately). Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The profile sheet of 0.5 mm thick, Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 45% Zinc) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with steel quality paint coat. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior coat on top surface and nominal 5 μm reverse coat on back surface over nominal 5 μm primer coat on both surface. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). costing upto 70/- per metre, Rs 70- 150 per meter Upto 200 per meter Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics.Aluminium panels shall be chromatised for maximum bond between metal and paint, enamelled twice under high temperature, one sidewith a full primer and finish coat the other side (inner side) with a primer coating and Skin Coat on a continuous paint line. The panel shall be perforated Aluminium panel having perforation of 2mm diameter at a distance of 5mm centre to centre. Non-woven textile (NWT) made of glass-reinforced fibre glued over theperforation at the back side of the panel for sound absorption to provide noise reduction co efficient upto 0.7 NRc. The Panels shall abut each other with a narrow V grove. Panel shall be clipped to a baked enamelled aluminium panel carrier of respective size in standard length of 5 mtr madeof doubled baked black enamelled aluminium alloy AA 5050 (Al. Mg) with cut outs to hold the panels in a module of 300mm closed at a distance of 1.4 mtr. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actualdrawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick With panels of size 84mmwideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. Aluminium panels shall be chromatised for maximum bond between metal and paint, enamelled twice under high temperature, one side with full primer and finish coat, the other side (innerside) with a primer coating and skin coat on a Continuous Paint Line. Panelshall be clipped to a baked enamelled Aluminium panel carrier of 62mm wide x 29mm deep made of 0.95mm thick in standard length of 5 mtrs made of doubled baked enamelled Aluminium alloy AA 5050 (Al. Mg) black with cut outs to hold the panels in a module of 200 mm (width of gap 20mm closed with recess profile) and at a distance1.4 mtrs. Recess Join Profiles are made of enamelled aluminium and shall be inserted in between the panel on top of the panel flanges. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre.Actual distance of threaded rod/carriermight vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good rollforming characteristics. Aluminium panels shall be chromatised for maximum bond between metal and paint enamelled twice under high temperature, Exposed side with a full primer and finish coat on a Continuous Paint Line. Panels shall beclipped to a baked enamelled Aluminium carrier of 30 mm wide x 47 mm high x 0.5 mm thick, Black Colour coated, one leg of the carriers with cut outs to hold the panels in a module of 150 mm. Panel carrier shall be suspended by means of threadedrod at a distance of 1.8 mtr c/c. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. Standard White / Natural Satin Shade Wooden Finish Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. The metal ceiling panels shall be downward accessible with a minimum of four (4) torsion springs per panel. The Plank will be manufactured on advanced CAD/CAM equipment that includes several levelling stages in the manufacturing process. Torsion Spring panel with two side legs die formed and two end legs die formed and punched to receive torsion springs (min two springs each end or side) for secure engagement into Tee Grid main runners which are factory punched to receive torsion springs. Tiles will be square edged. The Plank shall be Polyester powder coated in whitecolour (RAL 9010).The panels will bepre-treated in latest Nano technologyprocess and electro statically powder coated with automatic Caroni system and cured with gas catalytic technology. Main runners 24mm deep, inverted “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. Tile of 600 mm wide ,600 mm long and 0.5 mm thick Plank of 600mm wide ,1200 mm long and 0.6mm thick Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting ofmain “T” runner with suitably spaced joint to get required length and of size 24x32 mm made from 0.30 mm thick (minimum) sheet spaced joints to get required length and of size 24x26 mm made of 0.30 mm thick (minimum)sheet spaced at 1200 mm long spaced between main “T” at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600mm and wall angle of size24x24x0.4mm and laying false ceiling tiles of approved Perforation in the gridincluding, 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 plates of size27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced@ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer- in-Charge. Providing and fixing of Composite perforated MDF board with Glasswool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square/Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runner with suitably spaced joint to get required length and of size 24x32 mm madefrom0.30 mm thick (minimum) sheet spaced joints to get required length and of size 24x26 mm made of 0.30 mm thick (minimum)sheet spaced at 1200 mm long spaced between main “T” at 600 mm centre to centre to forma grid of 1200x600 mm and secondary cross “T” of length 600 mm and sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.4 mm and laying false ceilingtiles of approved Perforation 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 plates of size27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runner with suitably spaced joint to get required length and of size 24x32 mm made from 0.30 mm thick (minimum) sheet spaced joints to get required length and of size 24x26 mm made of0.30 mm thick (minimum)sheet spaced at 1200 mm long spaced between main “T” at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.4 mm and laying false ceiling tiles of approved Perforation 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 plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced@ 1200mm centre to centre along with main T, bottom exposed width of24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm toform grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item(galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler falseceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction Coefficient) of0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part- 4), fire performance as per BS: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 6mm reveal profile (white/black), comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200mm 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 ofsize 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. Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made ontothe surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design, patterns and perforation having NRC (Noise Reduction Coefficient) of0.10-0.20 for plain & designer, 0.15 -0.40 for pinhole texture and NRC 0.45- 0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32 dB.Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), fire performance asper BS:476 (part 6 &7), humidity resistance of 100%, thermalconductivity 0.050 to0.052 W/m◦ KC as per ECBC Code 2007, weight 1.900Kg to 2.100 Kg per tile, density 450 Kg/m³ in edge portion (thickness 15 mm) and 350 Kg/m³ in central portion (thickness 10 mm), 50- 52% recycled content including fly ash and meets theGRIHA & SVAGRIHA norms under the categories : GRIHA V.2015 criterion:11&12,GRIHA V.3 criterion: 17&29 & SVAGRIHA criterion:12 in true horizontal level metal T-grid suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on silhouette profile, rotary stitched double webbed white with 6 mm reveal profile (white/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 (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 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 centre to centre 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. Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforcedwith fibre and natural filler, having NRC (Noise Reduction Coefficient) of0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA- 32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.050 to 0.052 W/m. KC as per ECBC Code 2007, weight 1.900 Kg to 2.100 Kg per tile, density 450 Kg/m3 in edge portion (thickness 15 mm) and 350 Kg/m3 in central portion (thickness 10 mm), comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e. Vertical studs of size 48 x 34 x 36 mm are placed at 600mm centre to centre in a floor and ceiling channel section ofsize 50 x 32mm fixed to the floor and soffit at 600 mm centres using 12mmdia, 40mm long wedge type expanded zinc alloy dash fastener with 10 mm bolt. This same channel is then to be fixed in horizontal direction at 600mm centre to centre so as to form a grid of 600mm x 600mm. Glass wool of50mm thickness is then to be inserted in the slots and finally calcium silicate non - combustible panels/tiles are to be screw fixed with self-tapping pan headnickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calciumsilicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS 476 (part 4)- 1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross- T of size 15x32 mm of length 600mm to form grid module of size 600 x 600mm, 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 ofsize 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 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 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre tocentre, and cross “T” of size 24x28mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mmpanel to from grid of size 600x600 mm, resting on periphery walls/partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000mm made of 0.40 mm thick (minimum) sheet with the help of rawlplugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges 388alvani silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required.Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm longdash fasteners, 4 mm G.I. adjustable rods with 388alvanized steel levelclips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mmof all Tsections shall be pre- paintedwith polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer- in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 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 tothe 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,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. Providing & Fixing PVC ceiling system profile panel with click system interlock panel size4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour aintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. Impact resistance: No deformation observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of squareLength: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PU paint of approved colour in desired shape. With 1050 GSM tensile fabric With precontraint tensile membrane 1050 GSM (20 years Warranty) With precontraint tensile membrane 1050 GSM (15 Years warranty) 12 mm cement plaster of mix : 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 20 mm cement plaster of mix : 1:4 (1 cement : 4 sand) 1:6 (1 cement : 6 sand) 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 sand) 1:4 (1 cement : 4 sand) 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 sand) 1:4 (1 cement : 4 sand) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. Neat cement punning Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Extra for plastering exterior/interior walls height more than 10m Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof Extra for plastering on circular work not exceeding 6 m in radius: In one coat In two coats Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In one coat In two coats Extra for plastering Spherical, Groined ceiling, Flewing soffits. Spherical ceiling Groined ceiling Flewing soffits Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : Flush Band Sunk Band Raised Band Moulded Band 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): Flush Band Sunk Band Raised Band Moulded Band 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : Flush / Ruled/ Struck or weathered pointing. Raised and cut pointing Sunk pointing Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). Flush/ Ruled pointing Raised and cut pointing Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. size 1200 mm x 1800 mm size 1200 mm x 2400 mm size 1200 mm x 3000 mm Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete Plaster of paris punning Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete Extra for making 12mm flute grove with 6 mm depth to prepare the surface even and smooth complete. Extra for lining out plaster to imitate stone or concrete blocks walling. Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. White washing with lime to give an even shade: New work (three or more coats) Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work Distempering by any mechanical or manual means with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat. Two coats. Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat. Two coats. Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). Finishing walls by only mechanical or manual means 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. Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: One coat Two coats Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work On concrete work Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat. Two coats. Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. French spirit polishing: Two or more coats on new works including a coat of wood filler. Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. Lettering with black Japan paint of approved brand and manufacture. Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. Readymix mortar having tensile adhesive strength 0.8 N/mm2 in 28 days and long lasting thermal insulation according to European norm, (EN13501-2) suitable for high performance on external & internal AAC masonry walls, may be used. Rate includes cleaning of walls and scaffolding etc. complete. Dampening or slight wetting of the wall surface prior to application of plaster should be done. Curing of plaster should be done for minimum 3 days. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 6 mm thick plaster for internal walls 8 mm thick plaster for external walls exposed to weather. Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in- Charge. Indian ethnic art painting such as tribal Art Pithora or warli/Gond or Bhil Painting on any wall surface ( interior or exterior) by using textured/smooth exterior/interior paint of approved brand or Manufacturer including preparation of surface and cost of all material labour and scaffolding etc. complete as per direction of Engineer-in-charge. Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : Door chowkhats Window chowkhats Clerestory window chowkhats Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Renewing glass panes with now wooden fillets wherever necessary: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Renewing glass panes and refixing existing wooden fillets: Float glass panes of thickness 4 mm Float glass panes of thickness 5.5 mm Supplying and fixing new wooden fillets wherever necessary: 2nd class teak wood fillets Haldu/Bija/Kail wood fillets. Renewal of old putty of glass panes (length). Refixing old glass panes with putty and nails. Fixing old glass panes with wooden fillets (excluding cost of fillets). Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : Red/ white sand stone slabs 30 to 50 mm thick. Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : Sal wood battens. Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : Not exceeding 4.00 metres in length. Sal wood beams Haldu/Bija/Kail wood fillets. Above 4.00 metres and upto 5.00 metres length. Sal wood beams Haldu/Bija/Kail wood fillets. Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. Wheel 50 mm dia. and below. Wheel above 50 mm dia. Providing and fixing 25 mm thick shutters for cupboard etc. : Panelled or panelled and glazed shutters : Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Glazed shutters : Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: Second class teak wood. Hard wood, finger jointed Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: Sal wood. Haldu/Bija/Kail wood. Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 75 mm diameter pipes 100 mm diameter pipes 150 mm diameter pipes Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 32 mm dia 40 mm dia Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturersspecification. One or more coats on old work. Finishing walls with water proofing cement paint of required shade : Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. Old work (one or more coats @ 2.20 kg/10 sqm) complete. Finishing walls with textured exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Old work (One or more coats) applied @ 1.82 ltr/10 sqm. Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. Old work (One or more coat applied @ 0.90 ltr/10 sqm). Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. Old work (one or more coats applied @ 0.83 ltr/10 sqm). Finishing walls with DeluxeMulti surface paint system for interiors and exteriors using Primer as per manufacturersspecifications : One or more coats applied on walls @ 0.85 ltr/10 sqm. Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. Varnishing with varnish of approved brand and manufacture: One or more coats with copal varnish. One or more coats with spar varnish. Melamine polishing on wood work (one or more coat). Old work Varnishing with flatting varnishof approved brand and manufacture one or more coats onold work. Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. Rough chiseled dressed stone Fine dressed stone Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. Providing & casting & Repairing of excessively damaged members with micro-concrete at all levels with all leads & lift or as directed including formwork, centering, scaffolding, and mixing, laying, levelling, and finishing including curing etc. complete (excluding steel reinforcement) Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 8 mm dia bar 10 mm dia hole 10 mm dia bar 12 mm dia hole 12 mm dia bar 16 mm dia hole 16 mm dia bar 20 mm dia hole 20 mm dia bar 25 mm dia hole 25 mm dia bar 32 mm dia hole 32 mm dia bar 40 mm dia hole Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type) 100x70x4 mm (ordinary type) 75x65x4 mm (heavy type) 75x40x2.5 mm (ordinary type) 50x40x2.5 mm (ordinary type) Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer- incharge. Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 75 mm average thickness 50 mm average thickness 25 mm average thickness Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars upto 12 mm diameter Bars above 12 mm diameter Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12mm dia Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer Epoxy bonding adhesive having coverage 2.20 sqm/kg ofapproved make Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. Epoxy injection grout in concrete/RCC work of approved make Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge Wooven PVC cloth Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. In lime mortar with old mughal bricks. In lime mortar. In cement mortar. Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in lime mortar. From brick work in cement mortar. Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge: In lime mortar. In cement mortar. Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: In lime mortar. In cement mortar. Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : In lime mortar. In cement mortar. Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm. For thickness of tiles above 25 mm and upto 40 mm. Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below. Of area beyond 3 sq. metres. Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below. Of area beyond 3 sq. metres. Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : Of sectional area below 40 square centimetres. Of sectional area 40 square centimetres and above. Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: R.S. Joists Channels, angles, tees and flats Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. Extra for marking of structural steel work required to be re- erected. Removal of old Tarfelt i/c disposal as directed by Engineer in charge. Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet Asbestos/ Non asbestors sheet Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : T’ or ‘L’ iron or pipe R.C.C. Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : Upto 10 mm thick Thickness above 10 mm upto 25 mm Thickness above 25 mm upto 40 mm Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: Thickness upto 40 mm Thickness above 40 mm upto 75 mm Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 75 to 80 mm dia pipe. 100 mm dia pipe 150 mm dia pipe Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15 mm to 40 mm nominal bore Above 40 mm nominal bore Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-Charge: Upto 150 mm diameter Above 150 mm dia upto 300 mm dia. Above 300 mm diameter Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres Upto 150 mm diameter Above 150 mm diameter Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-Charge. Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 100 mm diameter 150 mm diameter 200 mm diameter 250 mm diameter 300 mm diameter 350 mm diameter 400 mm diameter 440 mm diameter Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : Rectangular manhole 90x80 cm and 45 cm deep Rectangular manhole 120x90 cm and beyond 90 cm depth. Rectangular arch type manhole 140x90cm and 2.45m deep. Circular manhole 122 cm diameter and 1.68 m deep Extra for depth of manholes dismantled: Rectangular manhole 90x80 cm and beyond 45 cm depth. Rectangular manhole 120x90 cm and beyond 90 cm depth. Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : Demolishing mud phaska in terracing and disposal of material within 50 metres lead. Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : Water bound macadam road Bituminous road Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : Up to 600 mm diameter Above 600 mm diameter Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge Up to 150 mm diameter Above 150 mm diameter Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 120 x 120 cm (outside to outside) 210 x 120 cm (outside to outside) Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid W.C. pan with ISI marked black solid plastic seat and lid Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. W.C. pan with ISI marked black solid plastic seat and lid. Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and 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. Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single squatting plate with 5 litre P.V.C. automatic flushing cistern. Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 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. 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 required : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm. Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250mm. 510x1040 mm bowl depth 225mm. 510x1040 mm bowl depth 200mm. 510x1040 mm bowl depth 178mm. Kitchen sink without drain board 610x510 mm bowl depth 200 mm. 610x460 mm bowl depth 200 mm. 470x420 mm bowl depth 178 mm. Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : Size450x300x150mm Size600x450x200mm Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. Providing and fixing white vitreous china water closet squatting pan (Indian type) Long pattern W.C. pan of size 580 mm Orissa pattern W.C. pan of size 580x440 mm Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 250x130x30 mm 250x125x25 mm Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. 10 litre capacity White coloured Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) White Coloured Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White Black Coloured (other than black and white) Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 630x450mm. Flat back wash basin of size 550x400mm. Angle back wash basin of size 600x480mm. Angle back wash basin of size 400x400mm. Flat back wash basin of size 450x300mm. Surgeon type wash basin of size 660x460mm. Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: Size 450x300x150 mm. Size 600x450x200 mm. Providing and fixing soil, waste and vent pipes: Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 75 mm dia with wall thickness of 5 mm 100 mm dia with wall thickness of 5 mm Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 75 mm dia with wall thickness of 3.5 mm 100 mm dia with wall thickness of 4 mm 150mm dia with wall thickness of 5mm Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 75 mm dia with wall thickness of 3.5 mm 100 mm dia with wall thickness of 3.5mm 150mm dia with wall thickness of 4 mm Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 75 mm dia pipe 100 mm dia pipe Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 75 mm dia pipe For 100 mm dia pipe For 150 mm dia pipe Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 150 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 100 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 4 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 75 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm Providing and fixing plain bend of required degree. 150 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 100 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 4 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 75 mm dia Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm Providing and fixing heel rest sanitary bend 100 mm dia Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75 mm dia Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 150X150X150X150 Sand cast iron as per IS - 3989 100x100x100x100mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75x75x75x75mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double equal plain junction of required degree. 150X150X150X150 mm Sand cast iron as per IS - 3989 100x100x100x100mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 150X150X150 mm Spun cast iron as per IS - 3989 100x100x100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single equal plain junction of required degree : 150X150X150 mm Spun cast iron as per IS - 3989 100x100x100 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm Sand cast iron as per IS – 1729 Spun cast iron as per IS – 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double equal plain invert branch of required degree: 100x100x100x100 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single equal plain invert branch of required degree: 100x100x100 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 75x75x75 mm Sand cast iron as per IS - 1729 Sand cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness Providing and fixing sand cast iron S&S off sets as per IS: 1729 76 mm off sets With 75 mm dia pipe With 100 mm dia pipe 114 mm off sets With 75 mm dia pipe With 100 mm dia pipe 152 mm off sets With 75 mm dia pipe With 100 mm dia pipe Providing and fixing sand cast iron S&S off sets as per IS: 3989. 75 mm off sets With 75 mm dia pipe With 100 mm dia pipe With 150 mm dia pipe 150 mm off sets With 75 mm dia pipe With 100 mm dia pipe With 150 mm dia pipe Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Providing and fixing terminal guard: 150mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 100 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 75 mm Sand cast iron as per IS - 1729 Spun cast iron as per IS - 3989 Hubless cast(spun) iron as per IS- 15905 Providing and fixing collar: 100 mm Sand cast iron S & S as per IS - 1729 Sand cast iron S & S as per IS - 3989 75 mm Sand cast iron S & S as per IS - 1729 Sand cast iron S & S as per IS- 3989 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 150mm 100 mm 75 mm Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm dia 75 mm dia Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Spun cast iron S & S as per IS: 3989. Sand Cast iron S & S as per IS: 1729. Hubless cast(spun) iron as per IS- 15905 100 mm inlet and 75 mm outlet Sand cast iron S & S as per IS - 3989 Spun Cast iron S & S as per IS- 1729. Hubless cast(spun) iron as per IS- 15905 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 75 mm diameter 110 mm diameter Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 75 mm 110 mm Single pushfit Coupler 75 mm 110 mm Single tee with door 75x75x75 mm 110x110x110 mm Single tee without door 75x75x75 mm 110x110x110 mm Bend 87.50 75 mm bend 110 mm bend Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 75 mm 110 mm Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 100 mm dia 75 mm dia 50 mm dia Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 40 mm dia Flexible pipe (only in residential & complaxes) 32 mm dia 40 mm dia Providing and fixing 100 mm sand cast Iron grating for gully trap. Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. Providing and fixing bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing Circular shape 450mm dia. Rectangular shape 453x357mm Oval shape 450x350mm (outer dimensions) Rectangular shape 1500x450 mm Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing toilet paper holder: C.P. brass Vitreous china Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. Waste coupling 31mm of 79mm length and 62mm breadth Waste coupling 38mm of 83mm length and 77mm breadth Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. Providing and fixing CP brass towel rail of approved quality and make 600x20mm 450x20mm Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring Providing and fixing CP brass soap dish of approved quality and make Providing and fixing CP brass Urinal spreader of approved quality and make Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 100 mm dia. Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. Weighing not less than 105 gms. Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 75 mm diameter pipe 100 mm diameter pipe 150 mm diameter pipe Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 75 mm diameter pipe 100 mm diameter pipe 150 mm diameter pipe Repainting bath tub of size 1700x730x430mm with enamel paint. Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 100 mm dia half round pipe 150 mm dia half round pipe 200mm dia half round pipe Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) Providing and fixing PVC pipes & fittings waste/rain water/drainage disposal of superior indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive,lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc. complete. FOR WASH BASIN CONNECTION (40mm diameter) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plainand brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal work - Exposed on wall 15 mm nominal outer dia Pipes. 20 mm nominal outer dia Pipes. 25 mm nominal outer dia Pipes. 32 mm nominal outer dia Pipes. 40 mm nominal outer dia Pipes. 50 mm nominal outer dia Pipes. Concealed work including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes. 20 mm nominal outer dia Pipes. 25 mm nominal outer dia Pipes. 32 mm nominal outer dia Pipes. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 15 mm nominal outer dia Pipes. 20 mm nominal outer dia Pipes. 25 mm nominal outer dia Pipes. 32 mm nominal outer dia Pipes. 40 mm nominal outer dia Pipes. 50 mm nominal outer dia Pipes. 62.50 mm nominal inner dia Pipes. 75 mm nominal inner dia Pipes. 100mm nominal inner dia Pipes. 150 mm nominal inner dia Pipes. Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia. nominal bore 20 mm dia. nominal bore 25 mm dia. nominal bore 32 mm dia. nominal bore 40 mm dia. nominal bore 50 mm dia. nominal bore Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 15 mm dia nominal bore 20 mm dia nominal bore External work : including trenching and refilling etc. 15 mm dia. nominal bore 20 mm dia. nominal bore 25 mm dia. nominal bore 32 mm dia. nominal bore 40 mm dia. nominal bore 50 mm dia. nominal bore 65 mm dia. nominal bore 80 mm dia. nominal bore Fixing water meter and stop cock in G.I. pipe line including cutting andthreading the pipe and making long screws etc.complete (cost of water meter and stop cock to be paid separately). Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : With C.I. wheel of approved quality (screwed end) 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore 65 mm nominal bore 80 mm nominal bore With brass lever handle of approved quality. 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore Providing and fixing CPVC gate valve with knob of approved quality. 25 mm nominal bore 32 mm nominal bore. 40 mm nominal bore 50 mm nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore Horizontal Vertical 32 mm nominal bore Horizontal Vertical 40 mm nominal bore Horizontal Vertical 50 mm nominal bore Horizontal Vertical 65 mm nominal bore Horizontal Vertical 80 mm nominal bore Horizontal Vertical Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 15 mm nominal bore 20 mm nominal bore 45 cm length 15 mm nominal bore 20 mm nominal bore Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- With common burnt clay bricks of 25 kg /sqcm compressive strength. With well burnt flyash bricks of 50 kg/sqm compressive strength. Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. 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 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design With common burnt clay bricks of 25 kg /sqcm compressive strength. With flyash bricks of 50 kg/cm2 strength Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Of clay bricks Of fly ash bricks Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay bricks of 25 kg /sqcm compressive strength. With flyash bricks of 50 kg/cm2 strength Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 15 mm diameter pipe. 20 mm diameter pipe. 25 mm diameter pipe. 32 mm diameter pipe. 40 mm diameter pipe. 50 mm diameter pipe. Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 15 mm diameter pipe. 20 mm diameter pipe. 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 15 mm diameter pipe 20 mm diameter pipe 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe 65 mm diameter pipe 80 mm diameter pipe Providing and filling sand all-round the G.I. pipes in external work. 15 mm diameter pipe 20 mm diameter pipe 25 mm diameter pipe 32 mm diameter pipe 40 mm diameter pipe 50 mm diameter pipe 65 mm diameter pipe 80 mm diameter pipe Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 15 mm nominal bore 20 mm nominal bore 25 mm nominal bore 32 mm nominal bore 40 mm nominal bore 50mm nominal bore 65mm nominal bore 80 mm nominal bore Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 15 mm nominal bore. 20 mm nominal bore. 25 mm nominal bore. 32 mm nominal bore. 40 mm nominal bore. 50 mm nominal bore. 65 mm nominal bore. 80 mm nominal bore. Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Providing and fixing brass bib cock of approved quality 15 mm nominal bore 20 mm nominal bore Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore 20 mm nominal bore Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931and weighing not less than 400gm, 15 mm nominal bore. Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. 15 mm nominal bore 125 mm long foam flow. Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P.brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 150 mm diameter 200 mm diameter Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 86 mm long weighing not less than 88 gm 122 mm long weighing not less than 99 gm 165mm long weighing not less than 110 gm 90mm long weighing not less than 93 gm Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 20mm nominal bore, 89mm long. Weighing not less than 88 gms. Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. Providing and fixing PTMT, push cock of approved quality and colour. 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 15 mm nominal bore, 80mm long weighing not less than 46 gms. Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. Circular type. 100 mm nominal dia. 125 mm nominal dia with 25 mm waste hole. Rectangular type with openable circular lid. 150 mm nominal size square 100 mm diameter of the inner hinged round grating. Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 30cm length. 45 cm length. Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 15 mm nominal bore. Weighing not less than 32 gms. 20mm nominal bore. Weighing not less than 40gms. 25mm nominal bore. Weighing not less than 62 gms. Cutting holes upto 30x30 cm in walls including making good the same :With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. Making connection of G.I.distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 50 to 80 mm nominal bore Providing and fixing CP jet assembly to including connection etc complete. Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height Add extra for additional floor lift beyond 5.0M.height. Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm diameter 150 mm diameter 200 mm diameter 230 mm diameter 250 mm diameter 300 mm diameter Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe 150 mm diameter S.W. pipe 200 mm diameter S.W. pipe 230 mm diameter S.W. pipe 250 mm diameter S.W. pipe 300 mm diameter S.W. pipe Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 150 mm diameter S.W. pipe 200 mm diameter S.W. pipe 230 mm diameter S.W. pipe 250 mm diameter S.W. pipe 300 mm diameter S.W. pipe Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 110 mm diameter OD (min. wall thickness 3.2mm) 160 mm diameter OD (min. wall thickness 4.0mm) 200 mm diameter OD (min. wall thickness 4.9mm) 250 mm diameter OD (min. wall thickness 6.2mm) 300 mm diameter OD (min. wall thickness 7.7mm) Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 110 mm diameter PVC. pipe 160 mm diameter PVC. pipe 200 mm diameter PVC. pipe 250 mm diameter PVC. pipe 300 mm diameter PVC pipe Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 110 mm diameter PVC. pipe 160 mm diameter PVC. pipe 200 mm diameter PVC. pipe 250 mm diameter PVC. Pipe 300 mm diameter PVC pipe Providing and fixing square- mouth S.W. gully trap class SP1 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 : 100x100 mm size P type With well burnt bricks With Sewer bricks conforming to IS : 4885 150 x 100 mm size P type. With well burnt bricks With sewer bricks conforming to IS : 4885 180x150 mm size P type With well burnt bricks With Sewer bricks conforming to IS : 4885 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 sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe 150 mm dia. R.C.C. pipe 250 mm dia. R.C.C. pipe 300 mm dia. R.C.C. pipe 450 mm dia. R.C.C. pipe 500 mm dia. R.C.C. pipe 600 mm dia. R.C.C. pipe Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions 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 well burnt bricks With Sewer bricks conforming to IS : 4885 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) : With well burnt bricks With Sewer bricks conforming to IS : 4885 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With well burnt bricks With Sewer bricks conforming to IS : 4885 Extra for depth for manholes Size 90x80 cm With well burnt bricks With Sewer bricks conforming to IS : 4885 Size 120x90 cm With well burnt bricks With Sewer bricks conforming to IS : 4885 Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality Light duty D- 2.5 Rectangular shape 600x450mm internal dimensions Square shape 450mm internal dimensions Circular shape 450mm internal diameter Medium duty - 10 Square shape 450mm internal dimension Circular shape 500mm internal diameter Heavy duty D - 20 Circular shape 560 mm internal diameter Extra Heavy Duty - 35 Circular shape 560 mm internal dia. Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. 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 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 230 mm diameter For pipes 250 to 300 mm diameter For pipes 350 to 450 mm diameter Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 sand) plastered with cement mortar 1:3 (1 cement : 3 sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 100 mm dia. sand cast iron drop connection 150 mm dia. sand cast iron drop connection Extra for depths beyond 60 cm of sand cast iron drop connection complete : For 100 mm dia. sand cast iron drop connection For 150 mm dia. sand cast iron drop connection Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD - 35 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : With well burnt bricks With fly ash bricks 100 key/cm2 strangth Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : With well burnt bricks With fly ash bricks 100 kg/cm2 strength Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With well burnt bricks With fly ash bricks 100 kg/cm2 strength Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With well burnt bricks Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 100 mm dia 150 mm dia Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm dia 150 mm dia 200 mm dia 230 mm dia 250 mm dia 300 mm dia Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 100 mm dia. Half round R.C.C. pipe 150 mm dia. Half round R.C.C. pipe 250 mm dia. Half round R.C.C. pipe 300 mm dia. Half round R.C.C. pipe Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement Deduct for not providing and installing FRP/GRP manhole cover size 900mmx450mm (weight of cover 43.76kg ± 10%) 450mmx600mm (weight of cover 14.2kg ± 10%) 300mmx300mm (weight of cover 4.1kg ± 10%) 600mm (weight of cover 41.78kg ± 10%) 500mm (weight of cover 43.1kg ± 10%) Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 100 mm dia to 110 mm dia 150 mm dia to 160 mm dia 200 mm dia 250 mm dia 300 mm dia 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, paneling and dash fasteners to be paid for separately) : For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) Powder coated aluminium (minimum thickness of powder coating 50 micron) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) Powder coated aluminium (minimum thickness of powder coating 50 micron) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Deduct for not providing EDPM rubber/neoprene gasket all around. Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. Pre-laminated particle board with decorative lamination on both sides. 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 4.0 mm thickness (weight not less than 10 kg/sqm) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). Add extra for providing and fixing froasted glass instead of float glass With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge : With stainless steel cover plate - minimum 1.25 mm thickness With brass cover plate - minimum 1.25 mm thickness. Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-Charge : Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators. Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant etc. as per specifications, drawings and direction of Engineer-in-Charge complete. Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc .complete as per direction of Engineer-in-Charge. Anodized (AC 15 ) aluminium tubular handle bar Powder coated minimum thickness 50 micron aluminium tubular handle bar. Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Anodized (AC15) aluminium Powder coated minimum thickness 50 micron aluminium. Polyester powder coated minimum thickness 50 micron aluminium. Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge Anodized (AC15 ) aluminium Powder coated minimum thickness 50 micron aluminium Polyester powder coated minimum thickness 50 micron aluminium. Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge. (Only weight of grill to be measured for payment). Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action 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). Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. (excluding frame work) As per direction of Engineer-in-Charge Providing and fixing 12mm thick toughened glass railing complete height of 1400mm with top 50m X 50mm teak wood hand railing finish with PU polish glass fitted with 45 mm dia SS glass holding studs. Extra for froasted glass (with eching film) in item No. 21.22 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a)     After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)    Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c)   Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 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 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 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 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 2.75kg/ 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 mortar of mix 1:4 (1 cement: 4 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 square 3mm 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 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. Grading roof for receiving water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) Cement mortar 1:3 (1 cement : 3 sand) Cement mortar 1:4 (1cement : 4 sand) Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th and 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd and 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). Providing and laying in situ six course water sqm proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th and 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr. by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ ltr andviscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane notless than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii) Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat).(iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area.(iv) The treated area should be cure with water for 48 hrs. by flooding the surface.(v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)  Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii)  Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent.(iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided. All above operations to be done in order as per direction on Engineer-in-Charge. Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440X575X250mm With integral foot rests. (Premium Range) White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410X515X255 mm with integral foot rests. (Premium Range) Providing and fixing white vitreous china pedestal type Anti germ Fluoro-Polymer Coated Water Closet with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propeline) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan Size 360X545X395 with solid poly propelyne made soft closing seat cover (Premium Range) Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360X475X395 mm with solid poly propelyne made soft closing seat cover (Premium Range) Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380X520X375 mm with solid poly propelyne made soft closing seat cover (Premium Range) Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390X570X365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm with solid poly propelyne made, soft closing seat cover (Premium Range) Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) Providing and fixing white vitreous china Anti germ fluoro-polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . Anti germ Fluoro-Polymer Coated couple water closet Size 420X710X810mm with solid polypropelyne made soft closing seat cover. (Premium Range) Anti germ Fluoro-Polymer Coated couple water closet Size 380X610X805mm with solid polypropelyne made soft closing seat cover. (Premium Range) Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid polypropelyne made soft closing seat cover. (Premium Range) Anti germ Fluoro-Polymer Coated couple water closet Size 375X650X800 mm with solid polypropelyne made soft closing seat cover. (Premium Range) Providing and fixing white vitreous china Anti germ fluoro-polymer coated single piece W.C. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395X710X730mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single PieceW.C. Pan Size 385X720X710mm with solid poly propelyne made soft closing seat cover.(Premium Range) Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685mm with solid poly propelyne made soft closing seat cover.(Premium Range) Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 380X650X730mm with solid poly propelyne made soft closing seat cover (Premium Range) Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 375X360X750mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with C.I. Brackets, 15 mm C. P. wall mounted pressmatic pillar cock auto closing system (decol technology), 15mm quarter turn angular stop cock, 32 mm C.P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595X435X185 mmwith basin mounted pressmatic pillar cock auto closing system (decol technology). (PremiumRange) Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology), 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x415x200mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system with square wall flance & spout complete (decol technology). (Premium range) Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570X820X195mm with 15 mm C. P. Table Top pressmatic Pillar cock auto closing system (decol technology). (Premium Range) Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted single lever concealed basin mixture, (cartridge size 32 mm) 32 mm C. P. brass waste coupling length 130mm and 32 mm C. P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185mm with 15 mm C. P. wall mounted single lever concealed basinmixture. (Premium Range) Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C. P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) White vitreous china type Anti germ fluoropolymer coated counter top wash basin Size 530x420x140mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal size 475X315X715 mm top inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) with 15mm Brass made Pressmatic auto closing open urinal flush valve with wall flange (Decol technology, 400000 operation warranted) complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal back inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) Size 385X325X635 mm with Concealed sensotronic flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : URS-WHT-13253N & PRS-CHR-073 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm withsensotronic concealed type flushing valve battery & electrical oprated type (9V transformer)for urinal complete set with installation box with control cock. (Premium Range) White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm withconcealed sensotronic flushing valve for urinal complete set with installation box, (PremiumRange) Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) with 15mm Brass made pressmatic (Decol technology, 400000 operation warranted) concealed flushing Stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480 X 300X740 mm with15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange(Decol technology, 400000 operation warranted). (Premium Range) Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. White Vetrious China made Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) Size 340x325x650 mm with sensor battery & electrical oprated type (9V transformer) (Premium Range) Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor battery & electrical oprated type (9V transformer) for flushing. (Premium Range) Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) Providing & Fixing 8mm thick froasted Urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. (Premium Range) Providing & Fixing plain bath tub of size 180x80x47cm body made of PMMA (Poly Methyl metha acrylate) with 20mm wooden reinforcement. (Premium Range) Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range) Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range) Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range) Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 3-in1 Wall Mixer .(Premium Range Sanitary Ware) Providing and fixing in position best Indian C. P. brass made quarter turn (Ceramic disc Size 25mm) Flush Cock for Indian W. C. (Orissa Pan). (Premium Range) Providing and fixing in position best Indian single Lever Auto Mixing Wall Mixer (Cartridge Size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) Providing and fixing in position best Indian single Lever Auto mixing Basin Mixer (Cartridge Size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron) For Wash Basin area use only. (Premium Range) Providing and fixing in position best Indian single Lever Auto Mixing Diverter (Cartridge Size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) Providing and fixing in position best Indian C. P. brass made Spout (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Providing and fixing in position best Indian C. P. brass made Shower Arm Length 300mm (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Providing and fixing in position best Indian C. P. brass made Shower Arm Length 400x25x25mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware) Providing and fixing in position best Indian C. P. brass made Shower Arm Length 600mm (nickel plating 0.10 micron and chrome plating 0.3 micron) .(Premium Range Sanitary Ware) Providing and fixing in position best Indian shower rose 300x300mm square body and facechrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range Sanitary Ware) Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) Providing and fixing in position best Indian shower rose 200mm dia body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles .(Premium Range) Providing and fixing in position best Indian shower rose 190x295mm body and face chromeplated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range) Providing and fixing in position best Indian Health Faucet with 8mm dia 1 meter long Flexible Tube and wall bracket with N. R. V. (non-return wall).(Premium Range Sanitary Ware) Providing and fixing in position best Indian Auto Closing Pillar Cock (with DECOL cartridge) for wash basin use. (Premium Range) Providing and fixing in position best Indian Auto Closing Bib Cock (with DECOL cartridge) for common area use. (Premium Range) Providing and fixing in position best Indian Auto Closing Urinal valve open type (with DECOL cartridge) for urinal use only. (Premium Range) Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range) Providing and fixing in position best Indian Auto Closing wall mounted Pillar Cock (with DECOL cartridge) for wash basin use only. (Premium Range) Providing and fixing in position best Indian Auto Closing 40mm Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) Providing and fixing in position best Indian Auto Closing 40mm Dual Flow (3.0/6.0 liter) Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) Providing and fixing in position best Indian Auto Closing 32mm, Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/cartridge). (Premium Range) Providing and fixing in position best Indian Sensotronic Sensor Faucet for Wash Basin use only. (Premium Range) Providing and fixing in position best Indian Sensotronic Sensor Faucet For Urinal use only. (Premium Range) Providing and fixing in position best Indian Sensotronic Sensor concealed type Faucet For Wall Mounted Water Closet use only. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 300 mm long. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Swivel Towel holder Twin Type. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Ring Square. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dispenser with Metallic Bottle. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835. 1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. 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Contract Date: Jul 30, 2024 Contract Value : ₹ 73.00 Lakh
Government Departments No of Bidders 2
Madhya Pradesh View Result →
10.
Drinking Water Supply and Sanitation #4736199 AOC
Supply And Delivery Of Pdb Cum Changeover Panel At Ganga Sagar Near Wind Mill In Connection With Ganga Sagar Mela 2023 , Supply, Delivery And Storage At Site Of Sheet Steel Cubical Type Dust And Vermin Proof Indoor Type Single Front Leg Mounted Pdb Cum Change Over Panel Made Of 2 Mm Crca Sheet Having Common Bus Bar Chamber In Front Side And Individual Cable Alley At Rear Side Of The Panel. The Panel Should Be Finished By Epoxy Based Powder Coated Paint On Both Inside And Outside. Details Of The Panel Will Be As Per Details Specification Attached With The Tender. [ Make Of Panel: Pce Projects Pvt Ltd / Electro Components & Systems ( Ecs ) / Rnr Industries ] ( Riverrine Charges @ 5% Included ) , Add Gst @ 18%
Contract Date: Jan 05, 2023 Contract Value : ₹ 4.11 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
11.
Educational and Research Institute #4203117 AOC
Bids Are Invited For Toy Library Mse Games , 5 In 1 Super Deluxe Business Board Game , Electronic Science Project Kit For Kids , Levin Magnetic Science Kit , Digestive System Fiber Model , India Mini Wind Mill Hand , Math Manipulative Model , Car Chasis Gear Motor Car Tyre Speed Encoder , Jungle Garden Kit , Otoscope Thermometer Mouth Mirror Reflex Hammer , Corocodile Pins Toy Motor Engineered Wood Pieces , Electronics Writing Tablet , Carpenter Tool Kit For Kids , Soldering Iron , Air Dry Clay , Shut The Box Game Wooden , Skillmatics Educational Game Brain Game , Card Making Kit , Two Piece Matching Puzzle Kit , Board Game Alphabets And Score Strips , Children Learning And Educational Geomatric Shape Puzzle , Wooden Maze Board Game , Magnetic Fun With Alphabet And Words , Hopscotch Kids Game , Physical Features Of India , Wooden Toys Calendar For Kids , Big Size Supermarket Kit For Kids , Kitchen Set For Kids , India And World Maps With Capitals , Educational And Construction Based Activity Game Kit , Space Shooter Stem Educational Diy Fun Toys , Hydraulic Plane Launcher , Hydraulic Crane Fun Toy , Do It Yourself Electric Puzzle Working Model , Wind Mill Hand Crank Readymade Working Model , Kit Contains 334 Parts And World Class Instruction Manual , Stem Concept Based Games , Chandrayaan 3 Moon Mission Project Stem Kit , 1000 Pieces Straws Building Toy , Kit Includes Learning Activities Rainbow Arts And Others , Electronic Robotic Be Creative Scribbler Bot , Robotic Mechanical Hand Stem Diy Kit , Kit Includes Learning Acticities Thermal Turner And Others , E Circuit Science Kit Building Set , The Book Tree Wildlife , Earth And Crystal Kit , Solar Model , Jumbo Ball Pool With Soft Balls , Atomic Model Set With 75 Balls 2 51 Total Quantity : 262
Contract Date: Ref. Documents Contract Value : ₹ 3.00 Lakh
Government Departments No of Bidders 7
Uttar Pradesh View Result →
Maharashtra View Result →
13.
Educational and Research Institute #1365810 AOC
Supply Design Books Supply Design Books For Ksid Library , Cute Little Quilts , Pattern Euphoria: New Designs For Home Interiors And Fashion , Felt To Stitch : Creative Felting For Textile Artists , Heat Economy In Textile Mills , The Textile Artist: Layered Cloth : The Art Of Fabric Manipulation , Peonies : Beautiful Varieties For Home And Garden , Dowries From Kutch , Handbook Of Textile Fibres: Man-Made Fibres ( Woodhead Publishing Textiles ) (5Th Ed.) , Quality Characterisation Of Apparel Second Edition (Hardcover) , Theory Of Structure And Mechanics Of Yarns (Woodhead Publishing India In Textiles) (Hardcover) , Automation In Garment Manufacturing ( Textile Institute Book ) , The Leatherworking Handbook: A Practical Illustrated Sourcebook Of Techniques And Projects , The Warp: A Weaving Reference , Indian Tie-Dyed Fabrics , Fabric Reference 04Th Edition , Introductory Textile Science , 121 Multipurpose Motifs , Leather Apparel Design , Technology Of Textile Processing , Text Book Of Footwear , Indian Embroidery , Batik: Fabled Cloth Of Java , Dyeing And Chemical Technology Of Textile Fibres 04Th Edt , Readers Digest Complete Guide To Needle Work , Picture Perfect Knits: Step-By-Step Intarsia With More Than 75 Inspiring Patterns , Innova Indian Ethnic Design , The Sewing Book , Understanding Textile For A Merchandiser , Batik , The Wallpaper Book , Rugs And Carpets From The Dildarian Collection And Various Owners (Sothebys Auction , Indian Embroidery , Creation Through Shapes & Patterns , A Handbook Of Indigo Dyeing , Flower Art & History Japanese Book , Edo Chiyagami , The Constance Howard Book Of Stitches (Batsford Classic Embroidery) , Technical Manual 2018 Vol No 93 Aatcc , Russian Textiles: Printed Cloth For The Bazaars Of Central Asia , Silk And Cotton: Textiles From The Central Asia That Was , Gothic Pop Textures , Studio Design Patterns For The 21St Century , Clan & Tartans French Edt , Simply Stylish Faux Flowers , Contemporary Stained Glass Artists: A Selection Of Artists Worldwide , Fingerweaving Basics , A Handbook Of Weaves: 1875 Illustrations (Revised) , Fusing Technology , Clothing Constructions , Textile Properties And Behaviour In Clothing Use , Cast On, Bind Off: 54 Step-By-Step Methods , Junior Pop Textures , Digital Textile Design, Second Edition , Textile Tectonics - Research And Design , Cachemires Parisiens, 1810-1880 , Flowers By Design , Saraca Vision , Inkle Loom Weaving , Sarasa Moyol , Shu Embroidery , Decora Ornamental Motifs Of The World , Clans And Tartans Of Scotland , Millers Samplers: How To Compare & Value , Tartans: Macnichol To Yukon , Les Peintres Du Silence , Motivate Seriestextiles , Textile Tradition Of Assam An Empirical Study. , The Warp & The Weft: Community And Gender Identity Among Banaras Weavers , Indian Painted & Printed Fabrics: Volume1 , Shibori: A Beginners Guide To Creating Color And Texture On Fabric (Diy Network) (Hardcover) , Court And Conquest , Botanical Colour At Your Fingertips , Automotive Textiles. Warrendale: Society Of Automotive Engineers, Inc. , Tone Fink (Stoff--Art) , Foulards: A Picture Book Of Prints For Mens Wear , Les Tissus De Provence , Johannes Spehr: Windeinschlag (Hardcover) , Olga De Amaral: To Weave A Rock , Fabric Sculpture , Decorative Arts From The Middle Ages To The Renaissance , Textile Fabrics And Their Selection 08Th Edition , Smocking With A Difference. Melbourne , Gingham Aprons Of The 40S & 50S: A Checkered Past , Dhurries: History, Technique, Pattern, Identification , Carpets For The Home , Crafts Of Gujarat (Living Traditions Of India) , Kantha , Traditions Of Textile Printing In Kutch Ajrakh And Related Techniques , Tablet Weaving , Designing For Printed Textiles A Guide To Studio And Free-Lance Workgoogle Booksillustrate , Ergonomics In The Garment Industry , Bioprocessing Of Textiles: Fundamentals For Applications , Energy Consevation In Textile Industry , Living With Kilims , Seven Thousand Years Of Chinese Silk Technology And Art: Treasures Of Ancient Embroidery , Weaving Chinas Past: The Amy S. Clague Collection Of Chinese Textiles , Japanese Family Crest Encyclopedia , 5000 Design And Motifs From India , Apparel Manufacturing Handbook: Analysis, Principles And Practice , Textiles Of India , Stitch, Fibre, Metal & Mixed Media : Inspiration, Projects & Techniques For Textile Artists , Spun Yarn Technology , Super Special Background Patterns 4 , Super Special Background Patterns 2 , Super Special Background Patterns 7 , Learning To Weave , Complete Guide To Embroidery Stitches: Photographs, Diagrams, And Instructions For Over 260 Stitches (Readers Digest) (Hardcover) , Impressions A Classic Collection Of Indian Textile Designs , Fragrance : An Innovative Collection Of Indian Textile Designs , Ethnic Embroidery Of India Vol 2 , Designs For A Lifetime , 1970S Patterns Gift & Creative Papers: Volume 54 , The Complete Guide To Designing And Printing Fabric , Embroidered Parsi Textiles , Sarasa Of The World , Creative Work With Textiles, , The Master Weavers , Principles Of Woven Fabric Manufacturing , World Dress: Illustrative Guide To The Folk Costume Of The World , Fabric Glossary , Textile Chemistry , Intelligent Textiles For Personal Protection And Safety , Textile Design In The Digital Age , Textile Arts Of India Kyoto Hatnka Collection , Color Index Vol: 04 ( Second Edt) , Color Index Vol: 02 Third Edition , Color Index Vol: 05 Third Edition , African Lace-Bark In The Caribbean: The Construction Of Race, Class And Gender , Chinese Costume And Accessories: 17Th-20Th Century (Portfolio Aedta) , Shibori For Textile Artists (Paperback) , Textile And Weaving Structures : A Source Book For Makers And Designers , Textile Folk Art , Modern Pattern + Cd Rom , Tilings And Patterns: Second Edition ( Dover Books On Mathematics ) , Textiles: Concepts And Principles , The Fundamentals Of Printed Textile Design , The World Of The Banaras Weaver , Knotted Threads: A Cultural Exchange With India , Classic Patterns (Book & Cd Rom) , Neisha Crosland: Life Of A Pattern , Cutting-Edge Surface Patterns & Palettes , Embroidery + Cd Rom , Lace + Dvd , The Aesthetics & Vocabulary Of Nakshi Kantha : Bangladesh National Museum Collection. 101 Pages Bangladesh. 1997 , A-Z Of Embroidery Stitches , Creative Batik , Textile Advances In The Automotive Industry ( Woodhead Publishing Textiles ) , The Technology Of Shortstaple Spinning , Traditional Textiles Of Cambodia: Cultural Threads And Material Heritage (Hardcover) , Liberty Style Textures Vol: 1 , Kinetic Art Textures Vol: 1 , Natural Pop Textures Vol: 1 , Grunge Textures Vol: 1 , Ethno Pop Textures Black Edition , The Techniques Of Tablet Weaving , Kyoto-Style Japanese-Style Illustrations (Kyoto Shoin Arts Collection) (Paperback Bunko) , Chrysanthemum / Autumn Leaves-Japanese Text Like Illustrations (Kyoto Shoin Arts Collection) , Kyoto Wind-Japanese Text Illustration Collection (Kyoto Shoin Arts Collection) , Flower Dance (Kyoto Shoin Arts Collection-One-Stroke Writing Paper (124)) , The Techniques Of Indian Embroidery (Paperback) , Colour For Textiles: A Users Handbook , Fundamentals And Advances In Knitting Technology (Woodhead Publishing India In Textiles) (Hardcover) , Engineering Comfort For Knits: Optimizing Physiothermal Comfort , Mechanical Properties Of Textile Fibres , Physical Methods Of Investigation Of Textiles , Cult Media, Fandom, And Textiles: Handicrafting As Fan Art , The Handbook Of Textile Culture , Textile Pedia , Japan Jade-Japan Blue (Kyoto Shoin Arts Collection) , Kyotos Moon-Japanese Text-Like Illustration Collection (Kyoto Shoin Arts Collection) (Paperback Bunko) , Shinchi Change (Kyoto Shogo Arts Collection) , Indian Miniature Painting , Welcome To Kagoshima Arts Collection (Kyoto Shogo Arts Collection) , The Head Of Kagami Kami (Kyoto Shoguns Arts Collection) , Chiyogami (Kyoto Shogo Arts Collection) , Japanese Bunsetsu-Ku Birds Of Kyoto (Kyoto Shoin Arts Collection-Design (104)) (Paperback Bunko) , Japanese Pattern Illustration Collection Sakura (Kyoto Shoin Arts Collection) (Paperback Bunko) , Kyo Denshi Paper By Yuzen Technique (Kyoto Shogo Arts Collection) , Cloth That Changed The World: The Art And Fashion Of Indian Chintz , Color Code: Graphic Design, Branding And Identity , Materialising Colour : Journeys With Giulio Ridolfo , Colour Physics For Industry. , The Pantone Fashion Sketchpad , The Color Star , The Little Book Of Colour : How To Use The Psychology Of Colour To Transform Your Life , Colour Provenance The Recipe Book , Designers Guide To Color 1 , Designers Guide To Color 2 , Designers Guide To Color 3 , Designers Guide To Color 4 , Designers Guide To Color 5 , Colour Art & Empire: Visual Culture And The Nomadism Of Representation , Color By Design: Paint And Print With Dye Second Edition , True Color System. Offset Plana Iii , Color Manual For Artist , The Enjoyment And Use Of Colour , Fashion In Film:Men , The Anatomy Of Fashion: Dressing The Body From The Renaissance To Today , Visual Merchandising And Display: Best Practices For Window Displays And Store Designs , Fabulous Frocks : A Celebration Of Dress Design , Mending And Alterations Made Simple: A Complete Guide To Clothes Repair , 20Th-Century Fashion Illustration: The Feminine Ideal (Dover Fashion And Costumes) , Marketing: Theory, Evidence, Practice , Case Studies In Merchandising Apparel And Soft Goods (Paperback) , Apparel Merchandisers’ Performance & Supply Chain Competitiveness (Paperback) , Critical Fashion Practice: From Westwood To Van Beirendonck , Retail Advertising And Promotion , Radical Decadence: Excess In Contemporary Feminist Textiles And Craft , Identities Through Fashion: A Multidisciplinary Approach , Fashion Theory: A Reader , Fashion Design For Living , Fashion Exposed: Graphics, Promotion And Advertising , Dress Up: New Fashion Boutique Design , Fashioning Memory: Vintage Style And Youth Culture , Fashion Illustration: Basic Techniques , Grading For The Fashion Industry: The Theory And Practice , Visual Design In Dress 03Rd Edt , Materials Management In Clothing Production , The Essential Shirt Work Book , The Party Dress , Stylist The Interpreters Of Fashion , Cooklins Garment Technology For Fashion Designers, 2Nd Ed , Dress Fitting 2/E , Fashion Source Book, 2Nd Ed , Fundamentals Of Mens Fashion Design: A Guide To Tailored Clothes , Auguste Racinet: Costume History , Fashion Rendering , Fashion. A World Of Similarities And Difference , An Illustrated History Of Fashion: 500 Years Of Fashion Illustration (Hardcover) , Fashion And Textiles: An Overview , Fashion Design , America Colleges , Fashion Buying , The Bra-Makers Manual , Uplift: The Bra In America , Changing Styles In Fashion: Who, What, Why , Jean Therapy , The Illustrated Encyclopedia Of Costume And Fashion, 1550-1920 , Hollywood Costume Design , Teach Yourself Visually Fashion Sewing , Costume: A Volume For The London Olympics , Fashion Cultures Revisited , The New Complete Guide To Sewing: Step-By-Step Techniquest For Making Clothes And Home Accessoriesupdated Edition. , Drawing On The Artist Within , Couture: The Art Of Fine Sewing , The Supermodern Wardrobe , Celebrity Culture : Second Edition , Singer Sewing 101 Secrets , Paris Haute Couture , Blood In Blood Out , Encyclopedia Of National Dress [2 Volumes]: Traditional Clothing Around The World , Rei Kawakubo/Comme Des Garçons: Art Of The In-Between , Channel: The Impossible Collection , The Little Black Dress , The Art Of Manipulating Fabric , History Of World Costume And Fashion , Fashion Marketing , Creating With Shapes , Costume & Fashion , Chic Chicago , Fashion Design: Process, Innovation And Practice , A Slaves Place, A Masters World: Fashioning Dependency In Rural Brazil , Fashioning Fashion: European Dress In Detail, 1700 - 1915 , Dressed To Kill: Jazz Age Fashion From Virginias , Ethnic Dress : A Comprehensive Guide To The Folk Costume Of The World , Hollywood And History: Costume Design In Film London: Thames & Hudson , India By Design , Backstage: Mercedes-Benz Fashion Week Berlin , Yves Saint Laurent: Icons Of Fashion Design , Vivienne Westwood Shoes , Ralph Rucci: The Art Of Weightlessness , W: The First 40 Years , Alexander Mcqueen: Savage Beauty , Support And Seduction: The History Of Corsets And Bras , Fashion Buying And Merchandising , Managing Fashion , Labor And Creativity In New York’S Global Fashion Industry , Storytelling In Luxury Fashion , Fashion , Communicating Fashion Brands , Draping For Apparel Design , Printed Matter In Fashion , Designing Patterns - A Fresh Approach To Pattern Cutting , Fashion Face-Off Cards , Apparel Machinery And Equipments , Apparel Merchandising , Air Traffic Control , From A To Biba: The Autobiography Of Barbara Hulanicki , Fashion , Dior: Moments Of Joy , Lingerie And Beachwear: 1,000 Fashion Designs , Fashion Uk , Fairway: The Golf Jacket , Cuba Libre: Elegance Under The Sun , Majorelle: Mens Fashion And Garden Fashion , Telemark , Franz Ferdinand: The Tracht , After Dark: When Men Behave Their Worst Yet Look Their Best , Clothing Technology , Love Looks Not With The Eyes , Joke Robaard: Folders, Suits, Pockets, Files, Stocks , Opening Ceremony: Est. 2002 , Wear Me: Fashion And Graphics Interaction , Stays And Corsets: Historical Patterns Translated For The Modern Body (Paperback) , Fashion Apparel, Accessories & Home Furnishings , Foamsmith: How To Create Foam Armour Costume , Sewing Lingerie , How To Draw Fashion Flats: A Practical Guide To Fashion Technical Drawing (Pencil And Marker Techniques) (Fashion Croquis) (Volume 2) , Luxury Essentials: Essential Insights And Strategies To Manage Luxury Product , 20 Years Of Style , How Fashion Works , Fabric, Form And Flat Pattern Cutting , Fashion Buying , Advanced Fashion Sketch Book , Culture To Catwalk: How World Cultures Influence Fashion , Making Trousers For Men & Women , The World Of Fashion 5Th Edition , Fashion Illustration Today , Haute Couture Embroidery: The Art Of Lesage (Hardcover) , Accessory Design , Fashion Design And Product Development , Introduction To Clothing Production Management , The Empire Of Fashion: Dressing Modern Democracy ( New French Thought ) , Fear And Fashion In The Cold War , Putting The Luxe Back In Luxury: How New Consumer Values Are Redefining The Way We Market Luxury , Vintage Fashion Accessories , Carr And Lathams Technology Of Clothing Manufacture , Fashion Tribes China , Fashion Embroidery: Embroidery Techniques And Inspiration For Haute-Couture Clothing (Hardcover) , African-Print Fashion Now!: A Story Of Taste, Globalization, And Style (Fowler Museum Textile) (Paperback) , Unexpected Pucci: Interiors: Furniture, Ceramics And Art Pieces , Marcel Rochas: Designing French Glamour , Paris: Fashion Flair , Super Heroes: Fashion And Fantasy , Principles Of Flat Pattern Design 04Th Edt , Illustrating Fashion , Metric Pattern Cutting For Menswear , The Latin American Fashion Reader , Porn Chic , The Cutting Edge: 50 Years Of British Fashion, 1947-1997, V&A, 1997 , Fashion Illustration: Inspiration And Technique , Fashion Illustration And Design: Accesories , Fashion Futures , Fashion Drawing Course: From Human Figure To Fashion Illustration , Viktor & Rolf: Fashion Artists 25 Years , Champagne Supernovas: Kate Moss, Marc Jacobs, Alexander Mcqueen, And The 90S Renegades Who Remade Fashion , Illustrating Fashion Concept To Creation 4Th Edition , The Culture Of Fashion : A New History Of Fashionable Dress , Contemporary Muslim Fashion , Figure Drawing For Fashion Design , Evaluating Apparel Quality, Second Edition , Todays Custom Tailoring , Dress Pattern Designing: The Basic Principles Of Cut And Fit,Classic Ed , Costume Of Ancient Egypt , Luxury Online Style Systems & Strategies , The Actor In Costume , Sewing For Style: Details & Techniques Beyond The Basics, The Singer Reference Library , Fashion Design Drawing And Presentation , The Complete Handbook Of Athletic Footwear , Family Clothing , Costume Of Ancient Rome , Creative Clothing Construction , Markets In Fashion: A Phenomenological Approach , Hello, My Name Is Paul Smith: Fashion And Other Stories , Fashion Advertising And Promotion , Routledge Handbook Of Sustainability And Fashion , The Magic Of Fashion , New Business Models For Sustainable Fashion , Fashion In Focus , Fashion, Design And Events , Pattern Magic 2 , Patternmaking: A Comprehensive Reference For Fashion Design , Kylie , Berlin Fashion , Diy Style: Fashion, Music And Global Digital Cultures , Costing For The Fashion Industry , Versace , Made In Italy: Rethinking A Century Of Italian Design , A Practical Guide To Visual Merchandising. Englewood Cliffs, N.J., , Basics Fashion Design 06: Knitwear , Key Concepts For The Fashion Industry , Dressing The Elite: Clothes In Early Modern England , The Black Dress , The 19Th Century Volume 7 (History Of Fashion & Costume) (Hardcover) , Doing Research In Fashion And Dress: An Introduction To Qualitative Methods , Masterclass: Fashion Design: Guide To The Worlds Leading Schools , Merchandise Buying And Management , Fashion Forecasting , Aware: Art Fashion Identity , Apparel Concepts & Practical Applications , Wear Your Chair When Fashion Meets Interior Design , Style Yourself With Confidence: Styling Tips And Techniques For Each Body Shape , Draping Period Costumes: Classical Greek To Victorian , Fashion A Marketing Approach , Becoming A Fashion Designer , Quality Assurance For Textiles And Apparel , Fashions Of A Decade 1920S , The Dressmakers Handbook Of Couture Sewing Techniques: Essential Step-By-Step Techniques For Professional Results , Apparel Merchandising: The Line 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, Basics Interactive Design: Interface Design: An Introduction To Visual Communication In Ui Design , Newsworkers: A Comparative European Perspective , Design For Profitability , The Age Of Collage Vol. 3 : Contemporary Collage In Modern Art , The Patterned Mind - Creative Methods In Surface Design , Deep Learning With Python , Designing Lightness - Structures For Saving Energy , Tsutsumu: The Origin Of Japanese Packaging , Structural Packaging: Gold , How Brands Grow : What Marketers Dont Know , How Brands Grow: Part 2: Emerging Markets, Services, Durables, New And Luxury Brands , Universal Methods Of Design , Information Visualization : Perception For Design 04Th Edt , Sailplane Design : A Guide For Students And Designers, From Drafting To Flight Test , Foundations Of Art And Design , Sketching With Markers , Envision: The Young Accessory Designers Guide To Collection Development , Concept Car Design: Driving The Dream (Interior And Industrial Design) , Universal Usability: Past, Present And Future, , Qualitative Research , Experiments In Form A Foundation Course In Three Dimensional Design , The Elements Of Pop-Up , Mykonos Muse , The Italian Smart Office: The Story Of Estel , Thinking In Systems: Strategies For Problem Solving, Planning And Critical Thinking , Second Foundation ( Foundation Novels , Feck Perfuction: Dangerous Ideas On The Business Of Life , The Tangled Mind: Unraveling The Origin Of Human Nature , The Bag Making Bible , My World My Originality 3: Shops , Design: A Very Short Introduction (Very Short Introductions) (Paperback) , Symbol Logos And Tradmarks 1500 Outsanding Designs From India , Creative Marker Techniques Paperback , Carsten Nicolai: Parallel Lines Cross At Infinity , The 3D Printing Handbook: Technologies, Design And Applications , Module, Proportion, Symmetry, Rhythm (Hardcover) , Sculpture Tools Materials And Technqiues , Education Of Vision , Teaching Graphic Design: Course Offerings And Class Projects From The Leading Graduate And Undergraduate Programs , Material Matters 03: Stone , Should We All Be Vegan? , Rhetoric Of Logos : A Primer For Visual Language , Industry 4.0 The Industrial Internet Of Things , Public Transport And Its Users: The Passengers Perspective In Planning And Customer Care (Transport And Society) , Dieter Rams: Ten Principles For Good Design (Hardcover) , Design And Craft In Education , Digital Design Theory: Readings From The Field , Inclusive Design Tool Kit , Max Bills View Of Things: Die Gute Form: An Exhibition 1949 , Probability In Electrical Engineering And Computer Science: An Application-Driven Course , An Introduction To Ordinary Differential Equations (Revised) , Designa: Technical Secrets Of The Traditional Visual Arts ( Wooden Books ) , Digital Engagement: Internet Marketing That Captures Customers And Builds Intense Brand Loyalty , This Is What Democracy Looked Like: A Visual History Of The Printed Ballot , The Imaginary World Of , Kant And The Platypus: Essays On Language And Cognition , Visual Complexity: Mapping Patterns Of Information , Odyssey Works: Transformative Experiences For An Audience Of One , The Beauty Of Geometry: Twelve Essays , Its A London Thing: An Insiders City Guide , Design Pleasure Or Responsibility , Body Space Anthropometry Ergonomics And The Design Of Work , Emotionally Intelligent Design , Logo R.I.P , Mindstorms Children Computers And Powerful Ideas , The Designer As…: Author, Producer, Activist, Entr , Process 2Nd Edition: 50 Product Designs From Concept To Manufacture , Graphic Design And Reproduciton Techniques , Envisioning Information. Cheshire, Connecticut, , Beautiful Visualization , The Creative Writing Students Handbook (Creativewritingmatters Guides 1) , Art Of The Jungle Book , The Art Of Drawing , Ascent - Center For Technical Knowledge, Autodesk Fusion 360 Introduction To Parametric Modeling , Design Methods 2 200 More Ways To Apply Design Thinking , 50 Selected Design Methods: To Transform Your Design , The Upcycle: Beyond Sustainability - Designing For Abundance , The Art And Color Of General Motors , International Yearbook Communication Design 18/19 , Pretense Design: Surface Over Substance ( Design Thinking, Design Theory ) , Invitations, Greeting Cards, Postcards And Self-Promotion , Playing Smart: On Games, Intelligence, And Artificial Intelligence ( Playful Thinking ) , Omni Channel Marketing : The Roadmap To Create And Implement Omnichannel Strategy For Your Business , How Smart Machines Think ( Mit Press ) , Transatlantic Style , Cell Phone Culture: Mobile Technology In Everyday Life (Paperback) , Animals: 1000 Handmade Illustrations , Contextual Design: Design For Life , Design To Renourish: Sustainable Graphic Design In Practice , Learning To See 2 Teachers Book , Remediation: Understanding New Media , Elements Of Design Shape & Form , Design Anthropology: Theory And Practice , Engineering Graphics Essentials With Autocad 2017 Instruction (Including Unique Access Code) , Autodesk Inventor 2017 Essentials Plus , Learning Autodesk Inventor 2017 , Design Thinking: Beyond The Sticky Notes , Questions Of Cultural Identity (Paperback) , The Culture Of Design , Sheet Metal Technology , Planning The Project , The Art Of Looking Sideways , Communication Skills , Polyhedron Models , Theories And Practice In Interaction Design (Human Factors And Ergonomics) (Hardcover) , Not By Design: Lockdown Diary , The Digital University - Building A Learning Community , Folding Paper: The Infinite Possibilities Of Origami: Featuring Origami Art From Some Of The Worlds Best Contemporary Papercraft Artists (Hardcover) , Thinking In Systems: A Primer (Paperback) , World History Of Design 02 Volume Set , Basic Principles Of Design: The Foundation Program At The School Of Design Basel, Switzerland Vol:1,2,3,4 , A Textbook Of Engineerign Mathematics , Customer And Business Analytics: Applied Data Mining For Business Decision Making Using R (Chapman & Hall/Crc The R Series) , Human-Computer Interaction (Revised) (3Rd Ed.) , The Right Way To Select Technology: Get The Real Story On Finding The Best Fit , Weird Ideas That Work: How To Build A Creative Company , About Face: The Essentials Of Interaction Design (Revised) (4Th Ed. , Design Fundamentals , Design Thinking Methdology , Nike: Better Is Temporary , Design And Technology , Essential Elements: Atoms, Quarks And The Periodic Table (Mathemagical Ancient Wizdom) , Sacred Number (Wooden Books Gift Book) (Paperback) , Stanton Drew : And Its Ancient Stone Circles , Ancient Celtic Coin Art (Paperback) , Ethics: The Art Of Character (Wooden Books) (Paperback) , Portals: Gates, Stiles, Windows, Bridges, & Other Crossings (Wooden Books Gift Books) , Proverbs: Words Of Wisdom (Wooden Books) (Paperback) , Operating Systems: Three Easy Pieces , Irish Round Towers (Wooden Books Gift Book) (Paperback) , Sacred Springs - Holy Wells In Great Britain (Wooden Books Gift Book) (Paperback) , Crop Circle , Lipsmacking Backpacking: Cooking Off The Beaten Track (Mathemagical Ancient Wizdom) (Paperback) , Leys: Secret Spirit Paths In Ancient Britain (Wooden Books Gift Book) (Paperback) , Ancient British Rock Art: A Guide To Indigenous Stone Carvings , St Patrick: His Life And Legend (Mathemagical Ancient Wizdom) , Avebury (Wooden Books Gift Book) (Paperback) , Useful Math & Physical Formulae (Wooden Books Gift Book) (Paperback) , Stonehenge (Wooden Books Gift Book) (Paperback) , Herbal Healers (Wooden Books Gift Book) (Paperback) , Heavy Vehicle Systems , Facilities And Workplace Design , “Introduction To Work Study And Organization And Methods”, Butterworths, 1969. , Service Design By Industrial Designers , Leathercraft (Goodheart-Willcoxs Build-A-Course Series) , Simple Shelters: Tents, Tipis, Yurts, Domes And Other Ancient Homes (Paperback) , Ancient English Cathedrals (Wooden Books Gift Book) (Paperback) , The Miracle Of Trees (Wooden Books Gift Books) (Paperback) , Native British Trees (Wooden Books Gift Book) (Paperback) , Feng Shui: Secrets Of Chinese Geomancy (Paperback) , Evolution: A Little History Of A Great Idea (Wooden Books Gift Book) (Paperback) , Inspiring Creativity: An Anthology Of Powerful Insights And Practical Ideas To Guide You To Successful Creating: 1 , Symmetry: The Ordering Principle (Wooden Books Gift Book) (Paperback) , Affirmtion For Artists , A Hedgerow Cookbook (Wooden Books Gift Book) (Paperback) , A Little History Of Dragons (Wooden Books Gift Book) (Paperback) , Retailing In Emerging Markets (Paperback) , Handbook Of Human Factors For Automated, Connected, And Intelligent Vehicles , Reinforcement Learning, Second Edition: An Introduction ( Adaptive Computation And Machine Learning ) (2Nd Ed.) , Windows And Mirrors: Interaction Design, Digital Art, And The Myth Of Transparency , Design History – An Anthology , How Games Move Us – Emotion By Design (Playful Thinking) (Paperback) , Models Of Innovation – The History Of An Idea (Inside Technology) (Hardcover) , Processing – A Programming Handbook For Visual Designers And Artists (Hardcover) , Sifting The Trash – A History Of Design Criticism (Hardcover) , The Idea Of Design (Paperback) , Things That Keep Us Busy – The Elements Of Interaction (Hardcover) , Exploring Media Research , The Modern Drawing , Universal Design For Transition: A Roadmap For Planning And Instruction , Maserati 300S: Second Edition , Notes On The Type, Time, Letters & Spirits ( Contemporary Condition #4 ) , Designing With The Body: Somaesthetic Interaction Design ( Design Thinking, Design Theory ) , Product Roadmaps Relaunched , Thinking Design , India On The Western Screen , Crayons And Ipads , An Introduction To Automated Process Planning Systems , Handbook Of Game-Based Learning , Driverless – Intelligent Cars And The Road Ahead , Vehicle Design , Data Visualization For Design Thinking , Design For Motion : Fundamentals And Techniques Of Motion Design , Digital Selling: How To Use Social Media And The Web To Generate Leads And Sell More , Ruined By Design: How Designers Destroyed The World, And What We Can Do To Fix It , Unity Game Development: Short And Easy Guide From The Very Beginning , Black Looks: Race And Representation (Revised) (2Nd Ed.) , Experience Deisgn , Handbook Of Antiblocking, Release, And Slip Additives (Revised) (3Rd Ed.) , Handbook Of Antistatics (2Nd Ed.) , Real Games: Whats Legitimate And Whats Not In Contemporary Videogames ( Playful Thinking ) , The Joy Of Search: A Google Insiders Guide To Going Beyond The Basics ( Mit Press ) , Material Noise: Reading Theory As Artists Book ( Mit Press ) , Economics After Neoliberalism ( Boston Review / Forum ) , Material And Mind ( Mit Press ) , How Smart Machines Think ( Mit Press ) , Sharenthood: Why We Should Think Before We Talk About Our Kids Online ( Strong Ideas ) , Being And The Screen: How The Digital Changes Perception. Published In One Volume With A Short Treatise On Design ( Design Thinking, Design Theory ) , Innovation + Equality: How To Create A Future That Is More Star Trek Than Terminator ( Mit Press ) , The Artist In The Machine: The World Of Ai-Powered Creativity ( Mit Press ) , Bauhaus Futures ( Mit Press ) , Being Material ( Mit Press ) , We Are In Open Circuits: Writings By Nam June Paik ( Writing Art ) , Changing Minds: How Aging Affects Language And How Language Affects Aging ( Mit Press ) , Curating After The Global: Roadmaps For The Present ( Mit Press ) , Marcel Duchamp And The Art Of Life ( Mit Press ) , Ogilvy On Advertising In The Digital Age , Brand The Change: The Branding Guide For Social Entrepreneurs, Disruptors, Not-For-Profits And Corporate Troublemakers , Junior: Writing Your Way Ahead In Advertising , Marc Newson Works , Design Management , The Cambridge Handbook Of The Neuroscience Of Creativity , Creative Metal Forming , The Literature Review: A Step-By-Step Guide For Students , Doing Your Literature Review : Traditional And Systematic Techniques , The Literature Review : Six Steps To Success , Doing Litreatture Revuiew 02Nd Edt , Consumer Behavior And Culture , Doing Digital Methods , Documentary Research In The Social Sciences , Consumer Behaviour , Managing Quality In Qualitative Research , Digital Marketing , Doing Educational Research , Research Methods For Cognitive Neuroscience , Conducting Research Literature Reviews , Writing And Doing Action Research , Applying Critical Thinking And Analysis In Social Work , Real Research , Conducting Educational Research , Material Methods , Experimental Evaluation Design For Program Improvement , Using Stata For Quantitative Analysis , Political Science Research Methods , Understanding Social Media , Gathering Social Network Data , Practical Mapping For Applied Research And Program Evaluation , Introduction To Ethnographic Research , A Very Short, Fairly Interesting, Reasonably Cheap Book About... International Marketing , Doing Ethnographic Research , Visual Communication , Writing Ethnographically , The Sage Handbook Of Inclusion And Diversity In Education , Managing Change In Organizations , The Sage Handbook Of Visual Research Methods , Programming With Python For Social Scientists , Your Research Project , Criminological Ethnography: An Introduction , Research Methods In Accounting , Digital Play In Early Childhood , Participatory Research , Researchers And Their Subjects: Ethics, Power, Knowledge And Consent (Paperback) , Grantsmanship , Interpretive Interactionism , Randomized Experiments For Planning And Evaluation , Curious Boym: Design Works , Printing Architecture: Innovative Recipes For 3D Printing , Complete Design Thinking Guide For Successful Professionals , Instant: The Story Of Polaroid , Coffee Lids: Peel, Pinch, Pucker, Puncture , Everything Is Easy , Who Built That? Bridges: An Introduction To Ten Great Bridges And Their Designers , Think Smarter: Critical Thinking To Improve Problem-Solving And Decision-Making Skills , Brain Power: Learn To Improve Your Thinking Skills , Digital Design Essentials: 100 Ways To Design Better Desktop, Web, And Mobile Interfaces , The Maker Movement Manifesto: Rules For Innovation In The New World Of Crafters, Hackers, And Tinkerers , Andrea Pichl ( Sternberg Press ) , Machine Learning , Self-Tracking , The Mind-Body Problem , Moocs , Information And Society , Extremism , Synesthesia , The English Lakes (Blacks Sketchbooks) (Hardcover) , Stratford-On-Avon (Blacks Sketchbooks) (Hardcover) , Stone Lithography (Printmaking Handbooks) (Paperback) , Ordinary Differential Equations , Deconstructing Product Design: Exploring The Form, Function, Usability, Sustainability, And Commercial Success Of 100 Amazing Products (Hardcover) , The Art Of Watch Dogs (Hardcover) , The Art Of John Alvin (Hardcover) , The Urban Sketching Handbook: Architecture And Cityscapes: Tips And Techniques For Drawing On Location , The Collectors Logbook (Hardcover) , Interaction Design: From Concept To Completion (Paperback) , Python Machine Learning Case Studies: Five Case Studies For The Data Scientist , Create To Conquer , Engineering Analysis With Solidworks Simulation 2019 , The Essential Drak Room , What Do I Teach Readers Tomorrow? Fiction, Grades , Thoughts On Interaction Design , Volkswagen In India, At 10 , Research Design 4Th Edition , The Life Of Y , Global Value Chains In A Changing World (Paperback) , The Future Of Branding , Interactionism , Art History In The Wake Of The Global Turn ( Clark Studies In The Visual Arts ) , Paper Relief Art Chinese Style: Cutting, Folding, Molding And More ( Contemporary Writers From Shanghai , Damn Good Advice (For People With Talent!) : How To Unleash Your Creative Potential By Americas Master Communicator, George Lois , Vitamin D3: Todays Best In Contemporary Drawing , The High Line , How To Be Yourself : Life-Changing Advice From A Reckless Contrarian , Engaged: Designing For Behavior Change , The Dynamics Of Social Practice , Social Work , Social Work Practice With Children And Families , Sage Secondary Data Analysis , Research Methods Management , Researching Organizations , Bamboo And Cane Crafts Of Northeast India , Study Skills For Business And Management , Critical Learning For Social Work Students , Research Ethics In Practice , The Sage Handbook Of Gis And Society , Basics To Production And Manufacturing Of Alcohol: Basics To The Elaboration Of Ethanol, Gasohol, E10, E20 And E85 Fuels. , How To Fuel Your Vehicles With The Power Of Ethanol: Introductory Manual To The Elaboration Of Ethanol, Gasohol, E10, E20 And E85 Fuels Paperback , Duckweed Ethanol: Duckweed Biomass Grown From Organic Wastes To Replace Corn For Us And International Ethanol Biofuel Production , Blockchain City: Community, Technology, And Meaning , Performance Analysis Of Newly Developed Hybrid Evaporative Cooling , Giacometti;: A Sketchbook Of Interpretive Drawings , Interprofessional Social Work , Magazine Journalism , Teaching Quantitative Methods , Key Concepts In Leadership , Design Concept For Enginers , Timeless Mahindra , Introduction To Fuzzy Logic Using Matlab , In Silico Medicinal Chemistry: Computational Methods To Support Drug Design , Josef Albers Glass Color & Light , Bicycle Design – An Illustrated History (Paperback) , The Best Interface Is No Interface: The Simple Path To Brilliant Technology ( Voices That Matter ) , Foundations Of Machine Learning, Second Edition ( Adaptive Computation And Machine Learning ) (2Nd Ed.) , Deluxe: How Luxury Lost Its Luster , Smashing Ux Design , Muji Brands A To Z , Blind Spot Illuminating The Hidden Value Of Business , Meeting Design: For Managers, Makers, And Everyone , Liminal Thinking: Create The Change You Want By Changing The Way You Think , 101 Ux Principles A Definitive Design Guide , The Users Journey: Storymapping Products That People Love (Paperback) , Doorbells, Danger, And Dead Batteries: User Research War Stories , Project Management For Humans: Helping People Get Things Done: 1 (Paperback) , Enchanted Ground: André Breton, Modernism And The Surrealist Appraisal Of Fin-De-Siècle Painting , Wood Engraving: How To Do It , Design Futuring: Sustainability, Ethics And New Practice , Sound Theory/Sound Practice , Design Anthropological Futures , Reinventing Print : Technology And Craft In Typography , Microeconometrics Using Stata: Revised Edition (Paperback) , Publication Design: Guide To Page Layout , Indian Anthropometric Dimensions For Ergonomic Design Practice , Design Research Now : Essays And Selected Projects , Mental Models : Design Of User Interaction And Interfaces For Domestic Energy Systems , Remixthecontext , Rapidly Prototyping Interfaces With Indesign , Art Of Animation: Disneys Art Of Animation #1 (Disney Editions Deluxe (Film)) , Red Dot Design Yearbook 2018/2019 : Living, Doing, Working & Enjoying ( 04 Book Set) , Red Dot Design Yearbook 2018/2019 : Living , Red Dot Design Yearbook 2018/2019 : Doing , Red Dot Design Yearbook 2018/2019 : Working , Red Dot Design Yearbook 2018/2019 : Enjoying , Rethink Design Guide , Induction Machines Handbook , Design-Build , Visual Communication For Architects And Designers , Executing Design For Reliability Within The Product Life Cycle , Emotional Labor In Work With Patients And Clients , Designed To Sell , Design For Global Challenges And Goals , Sustainable Product Design And Development , Sustainable Manufacturing , Spark Erosion Machining , Teaching And Designing In Detroit , A Complete Guide To Wireless Sensor Networks , Additive Manufacturing, Second Edition , Artificial Intelligence In A Throughput Model , Healthy Worker And Healthy Organization , Machine Learning For Healthcare , Micromechatronics, Second Edition , Learning To Teach Design And Technology In The Secondary School , The Fundamentals Of Event Design , Cycling , Innovation , Progressive Studio Pedagogy , Human Performance In Automated And Autonomous Systems , Human Performance In Automated And Autonomous Systems , The Engineering Design Primer , Big Data, Iot, And Machine Learning , New York In Cinematic Imagination , The Design, Implementation, And Audit Of Occupational Health And Safety Management Systems , Applied Machine Learning For Smart Data Analysis , Additive Manufacturing And 3D Printing Technology , Techniques For Ship Handling And Bridge Team Management , Human Factors In Aircraft Maintenance , Sustainable Entrepreneurship, Renewable Energy-Based Projects, And Digitalization , Modernizing Costume Design, 1820–1920 , Designing Displays For Older Adults, Second Edition , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi , Data Science For Wind Energy , The Professional Skills Handbook For Engineers And Technical Professionals , Design And Spirituality , Programming Media Art Using Processing , An Introduction To Design And Culture , Metaphor , Database Modeling Step By Step , Computational Advertising , Designing Engineering Structures Using Stochastic Optimization Methods , Design And Political Dissent , Narrative Environments And Experience Design , The Ontology Of Design Research , Advice For The Novice Investigator , Electrodissolution Processes , Privacy Vulnerabilities And Data Security Challenges In The Iot , Bayesian Applications In Pharmaceutical Development , Delay And Disruption Tolerant Networks , Problematic Research Practices And Inertia In Scientific Psychology , Design For Sustainability , The Wonderful World Of Wearable Devices , Seeing Things: Television In The Age Of Uncertainty , A Participatory Action Research Case Study: Designing For A Transformative Service Experience With A University Graduate Student Governance Organization , Reinforcement Learning For Cyber-Physical Systems , Digital Creature Rigging , Design In Crisis , Drawing Parallels , Safety Leadership , Bullying And Harassment In The Workplace , Teaching Landscape , The Data Storytelling Workbook , Teaching Science And Technology In The Early Years (3–7) , Firefighters Clothing And Equipment , Thinking Design Through Literature , Contemporary Processes Of Text Typeface Design , Wpa Posters In An Aesthetic, Social, And Political Context , A Guide To Active Working In The Modern Office , Materials For Engineers And Technicians , Mathematics And Programming For Machine Learning With R , Introduction To Autocad 2020 , Ethical Design Intelligence , Planetary Gear Trains , Precision Metal Additive Manufacturing , Smart Cmos Image Sensors And Applications , Iot , A Tour Of Data Science , Gardens And Human Agency In The Anthropocene , Beautiful Users: Designing For People , Changing Thingsl The Future Of Objects In A Digital World , Porsche 911 : The Ultimate Sportscar As Cultural Icon , Visual Ethics , Visual Culture , Developing Creative Thinking In Beginning Design , Human Computer Interactions: Fundamentals And Practice , Petroleum Reservoir Management: Considerations And Practices , Moving Wearables Into The Mainstream: Taming The Borg , Getting The Picture: The Visual Culture Of The News , Thinking Visually For Illustrators , Tricky Design : The Ethics Of Things , Car Cultures , Design Philosophy Reader , Graphic Thinking For Architects & Designers , Thonik: Why We Design , How To Make Animated Films : Tony Whites Complete Masterclass On The Traditional Principals Of Animation , Will You Marry Me , No One Missing–Playfonts , Touch Branding , Patterns In Graphics , Merge--Art,Craft,Design , International Yearbook Brands & Communication Design 2019/2020 , The Book Of Possibilities , Homo Ex Data: The Natural Of The Artificial , Theform Of Success - Design As A Corporate Strategy , A Map Of The World: The World According To Illustrators And Storytellers , Design Tools For Evidence-Based Healthcare Design , 100 Ways To Draw A Bird And Make A Living From Illustration , Seeing Around Corners: How To Spot Inflection Points In Business Before They Happen , Structured Search For Big Data , Data Analysis In The Cloud: Models, Techniques And Applications , Electric And Hybrid Vehicles: Design Fundamentals, Second Edition , Integrating Human Factors Methods And Systems Thinking For Transport Analysis And Design , Doing Your Research Project: A Guide For First-Time Researchers , Building Platonic Solids: How To Construct Sturdy Platonic Solids From Paper Or Cardboard And Draw Platonic Solid Templates With A Ruler And Com (2Nd Ed.) , Origami Design Secrets : Mathematical Methods For An Ancient Art, Second Edition , Universal Design For Learning , A Typographic Workbook: A Primer To History, Techniques, And Artistry (2Nd Ed.) , Superhumanity: Design Of The Self , Connections : The Works Of Charles And Ray Eames , Hidden - Unveiling Japanese Design (Curated By Nendo) , Design And Futures , Design , Access By Design , Gaston Grümmer, The Art Of Carrosserie , Gaston Grümmer, The Art Of Carrosserie , Leo Alderbarn The Creature , Present Tense: A Poetics , Rolls Royce Phantom Ii Continental , Renny Ramakers Rethinking Design-Curator Of Change , Exploring Black And White: Drawing And Painting Techniques , The Republic Of Tea: : The Story Of The Creation Of A Business, As Told Through The Personal Letters Of Its Founders , The Past Before Us : Historical Traditions Of Early North India , Graphics Design Annual 2006 , Digital Dreams : The Work Of The Sony Design Center , Knife, Fork, & Spoon : Eating Around The World , Acrylic For Sculpture And Design , Usability And The Mobile Web , Deterioration Of Electrical Equipment In Adverse Environments , Are You An Inclusive Designer?- 1St Ed , Blockchain: Transforming Your Business And Our World (Original Price £ 30.99) , Creating Emotionally Intelligent Workspaces , Creative Workflow In Lightroom: The Photographer’S Guide To Managing, Developing, And Sharing Your Work , Designing With Society , Modern Post: Workflows And Techniques For Digital Filmmakers , What Is Information? , Handmade Pixels , The Social Construction Of Technological Systems: New Directions In The Sociology And History Of Technology (Anniversary) ( Mit Press ) , Leonardo Da Vinci: A Life From Beginning To End ( Biographies Of Painters #1 ) , Methods Of Social Research, 4Th Edition (4Th Ed.) , Collaborative Product Design: Help Any Team Build A Better Experience , Rethinking Sitting , Iconix: Exceptional Product Design , The Big Book Of Design Ideas (Revised) , Michael Graves: Design For Life , Plydesign: 73 Distinctive Diy Projects In Plywood (And Other Sheet Goods) , Regional Product Packaging , Red Dot Design Yearbook 2020/2021: Living, Doing, Working & Enjoying Set , Living 2020/2021 , Doing 2020/2021 , Working2020/2021 , Enjoying2020/2021 , Optimum Type: Custom Typography Design And Application , Food Futures: Experimental Food Design , Simplicity: The Appeal Of Minimalism In Graphic Design , Art Of Folding 2: New Techniques And Materials. Fashion, Architecture, Interior And Product Design , Pop-Up Workshop For Kids: Fold, Cut, Paint And Glue , In Great Numbers : How Numbers Shape The World We Live In , Made In Denmark : Design Since 1900 , Theatre Histories: An Introduction , Design And Emotion , Human Factors Psychology : Volume 47 , Grant And Lee: A Study In Personality And Generalship , Spelunky ( Boss Fight Books #11 ) , Frank Lloyd Wright: A Life ( Penguin Lives Biographies ) , The Four Lenses Of Innovation: A Power Tool For Creative Thinking (1St Ed.) , Maker-Centered Learning: Empowering Young People To Shape Their Worlds (1St Ed.) , Design Thinking ( 21St Century Skills Innovation Library: Makers As Innovators ) , Wabi-Sabi: Further Thoughts , Design Thinking In The Classroom: Easy-To-Use Teaching Tools To Foster Creativity, Encourage Innovation, And Unleash Potential In Every Student , Innovation Tools: The Most Successful Techniques To Innovate Cheaply And Effectively , Writing For Social Scientists: How To Start And Finish Your Thesis, Book, Or Article: Second Edition ( Chicago Guides To Writing, Editing, & Publishing ) (2Nd Ed.) , On Curating: Interviews With Ten International Curators , The Art Of Thinking In Systems: Improve Your Logic, Think More Critically, And Use Proven Systems To Solve Your Problems - Strategic Planning For Everyday Life. , The Face Of Change: Portraits Of Automotive Evolution , Star Sisters , 200% Cotton , Graphic Print Source : Volume 5 - Print Inspiration , Graphic Print Source: Vintage Prints Vol-6 + Cd Rom , Wrapping Paper Worldwide , The Photographic Eye: Guide For Teachers: Learning To See With A Camera , Understanding Photography , Digital Photographers Handbook (Hardcover) , Understanding Composition: The Complete Photographers Guide , Titans: Muhammad Ali And Arnold Schwarzenegger , Facing The Camera A History Of Nepali Studio Photography , Kathmandu A Pocketful Of Momos , Hamra Hajurama Our Grandmothers , Etan And Me , Visual Anthropology Photography As Research Method , The Birth Of The Idea Of Photography ( Ric Books (Ryerson Image Centre Books) ) , Portraits: The Worlds Top Photographers , Tulum Gypset , Environmentalism: A Global History , Design And Environment , How Users Matters: The Co-Construction Of Users And Technologies. , Small Is Beautiful: Economics As If People Mattered , Design With The Other 90% , Design For The Real World
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