Indian Oil Corporation Limited-IOCL has published Combined Station Works Including Civil, Mechanical, Electrical, Telecom & Instrumentation Works At Mundra Crude Oil Tank Farm And Originating Pump Station Under New Mundra Panipat Crude Oil Pipeline ( P25 ) Project. Submission Date for this Tender is 17-10-2022. Water Tank Tenders in mundra Gujarat. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Sep-2022 | Addendum-1 | Date | 10-10-2022 |
| 2 | 07-Oct-2022 | Addendum-2 | Date | 17-10-2022 |
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | SUPPLY-MECH |
| 3 | Supply and delivery of Spiral Wound Metallic Gaskets as per technical specifications from approved vendors specified in tender document: |
| 4 | 48" SWMG ANSI 150# |
| 5 | 36" SWMG ANSI 150# |
| 6 | 28" SWMG ANSI 150# |
| 7 | 24" SWMG ANSI 150# |
| 8 | 18" SWMG ANSI 150# |
| 9 | 16" SWMG ANSI 150# |
| 10 | 14" SWMG ANSI 150# |
| 11 | 12" SWMG ANSI 150# |
| 12 | 10" SWMG ANSI 150# |
| 13 | 8" SWMG ANSI 150# |
| 14 | 6" SWMG ANSI 150# |
| 15 | 4" SWMG ANSI 150# |
| 16 | 3" SWMG ANSI 150# |
| 17 | 2" SWMG ANSI 150# |
| 18 | 1" SWMG ANSI 150# |
| 19 | 24" SWMG ANSI 600# |
| 20 | 20" SWMG ANSI 600# |
| 21 | 18" SWMG ANSI 600# |
| 22 | 16" SWMG ANSI 600# |
| 23 | 6" SWMG ANSI 600# |
| 24 | 4" SWMG ANSI 600# |
| 25 | 3" SWMG ANSI 600# |
| 26 | 2" SWMG ANSI 600# |
| 27 | 1" SWMG ANSI 600# |
| 28 | Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document. |
| 29 | Fasteners for Flanges 48" x 150#(1.125" Dia. X 9.0" Length) |
| 30 | Fasteners forFlanges 36" x 150# (1.5" Dia. X 11.75" Length) |
| 31 | Fasteners forFlanges 28" x 150# (1.25" Dia. X 9.75" Length) |
| 32 | Fasteners for Flanges 24" x 150# (1.125" Dia. X 7.75" Length) |
| 33 | Fasteners for Flanges 18" x 150# (1.125" Dia. X 6.50" Length) |
| 34 | Fasteners for Flanges 16"/14" x 150# (1.000" Dia. X 6.00" Length) |
| 35 | Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length) |
| 36 | Fasteners for Flanges 10" x 150# (0.875" Dia. X 5.25" Length) |
| 37 | Fasteners for Flanges 8" x 150# (0.750" Dia. X 4.75" Length) |
| 38 | Fasteners for Flanges 6" x 150# (0.750" Dia. X 4.50" Length) |
| 39 | Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length) |
| 40 | Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length) |
| 41 | Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length) |
| 42 | Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length) |
| 43 | Fasteners for Flanges 24" x 600# (1.875" Dia. X 14.25" Length) |
| 44 | Fasteners for Flanges 20"/18" x 600# (1.625" Dia. X 12.75" Length) |
| 45 | Fasteners for Flanges 16" x 600# (1.500" Dia. X 11.00" Length) |
| 46 | Fasteners for Flanges 6" x 600# (1.000" Dia. X 7.50" Length) |
| 47 | Fasteners for Flanges 4" x 600# (0.875" Dia. X 6.50" Length) |
| 48 | Fasteners for Flanges 3" x 600# (0.750" Dia. X 5.50" Length) |
| 49 | Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length) |
| 50 | Fasteners for Flanges 1" x 600# (0.625" Dia. X 4.00" Length) |
| 51 | Supply and delivery of Steel Flanges at respective stations as per technical specifications from approved vendors specified in tende r document: |
| 52 | 48", WNRF FLANGE, ANSI - 150# (B 16.47) Series-B |
| 53 | 36", WNRF FLANGE, ANSI - 150# (B 16.47) Series-A |
| 54 | 24", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 55 | 18", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 56 | 16", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 57 | 12", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 58 | 8", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 59 | 6", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 60 | 4", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 61 | 3", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 62 | 2", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 63 | 1", WNRF FLANGE, ANSI - 150# (B 16.5) |
| 64 | 24", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 65 | 16", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 66 | 6", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 67 | 4", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 68 | 3", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 69 | 2", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 70 | 1", WNRF FLANGE, ANSI - 600# (B 16.5) |
| 71 | 24", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 72 | 16", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 73 | 12", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 74 | 8", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 75 | 4", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 76 | 3", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 77 | 2", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 78 | 1", BLRFFLANGE, ANSI - 150# (B 16.5) |
| 79 | 24", BLRFFLANGE, ANSI - 600# (B 16.5) |
| 80 | 4", BLRFFLANGE, ANSI - 600# (B 16.5) |
| 81 | 3", BLRFFLANGE, ANSI - 600# (B 16.5) |
| 82 | 2", BLRFFLANGE, ANSI - 600# (B 16.5) |
| 83 | 1", BLRFFLANGE, ANSI - 600# (B 16.5) |
| 84 | 28", SORF FLANGE,AWWA C207 Steel Hub, Class E |
| 85 | 14", SORF FLANGE, ANSI - 150# (B 16.5) |
| 86 | 12", SORF FLANGE, ANSI - 150# (B 16.5) |
| 87 | 10", SORF FLANGE, ANSI - 150# (B 16.5) |
| 88 | 8", SORF FLANGE, ANSI - 150# (B 16.5) |
| 89 | 6", SORF FLANGE, ANSI - 150# (B 16.5) |
| 90 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical specifications from approved vendors specified in tender document. |
| 91 | 4"x3" 600# UnEqual Tee |
| 92 | 4"x2" 600# Unequal Tee |
| 93 | 4"x1" 600# Unequal Tee |
| 94 | 3"x2" 600# Unequal Tee |
| 95 | 3"x1" 600# Unequal Tee |
| 96 | 2"x1" 600# Un Equal Tee |
| 97 | 12" 150# Equal Tee |
| 98 | 8" 150# Equal Tee |
| 99 | 6" 150# Equal Tee |
| 100 | 4" 150# Equal Tee |
| 101 | 3" 600# Equal Tee |
| 102 | 2" 600# Equal Tee |
| 103 | 1" 600# Equal Tee |
| 104 | 24" 600# 90 deg LR Bend |
| 105 | 48" 150# 90 deg LR Bend |
| 106 | 36" 150# 90 deg LR Bend |
| 107 | 28" 150# 90 deg LR Bend |
| 108 | 24" 150# 90 deg LR Bend |
| 109 | 18" 150# 90 deg LR Bend |
| 110 | 12" ANSI 150# 90 deg LR Bends |
| 111 | 8" ANSI 150# 90 deg LR Bends |
| 112 | 4" ANSI 150# 90 deg LR Bends |
| 113 | 3" ANSI 600# 90 deg LR Bends |
| 114 | 2" ANSI 600# 90 deg LR Bends |
| 115 | 1" ANSI 600# 90 deg LR Bends |
| 116 | 4" ANSI 150# 45 deg LR Bends |
| 117 | 3" ANSI 600# 45 deg LR Bends |
| 118 | 2" ANSI 600# 45 deg LR Bends |
| 119 | 1" ANSI 600# 45 deg LR Bends |
| 120 | Reducers: |
| 121 | 12"x8" x Concentric Reducer x 150# |
| 122 | 4"x3" x Concentric Reducer X 600# |
| 123 | 4"x2" x Concentric Reducer X 600# |
| 124 | 3"x2" x Concentric Reducer x600# |
| 125 | 3"x1" x Concentric Reducer x600# |
| 126 | 2"x1" x Concentric Reducer x600# |
| 127 | 2" 3000 Class St. NIPPLE |
| 128 | 1" 3000 Class St. NIPPLE |
| 129 | 1" 3000 Class HALF COUPLING |
| 130 | 12" ON 28" WELD-O-LET, 3000 Class, ASME B16.11 |
| 131 | 8" ON 28" WELD-O-LET, 3000 Class, ASME B16.11 |
| 132 | 6" ON 28" WELD-O-LET, 3000 Class, ASME B16.11 |
| 133 | 6" ON 24" WELD-O-LET, 3000 Class, ASME B16.11 |
| 134 | 4" ON 28" WELD-O-LET, 3000 Class, ASME B16.11 |
| 135 | 4" ON 24" WELD-O-LET, 3000 Class, ASME B16.11 |
| 136 | 3" ON 48" WELD-O-LET, 3000 Class, ASME B16.11 |
| 137 | 3" ON 36" WELD-O-LET, 3000 Class, ASME B16.11 |
| 138 | 3" ON 24" WELD-O-LET, 3000 Class, ASME B16.11 |
| 139 | 3" ON 18" WELD-O-LET, 3000 Class, ASME B16.11 |
| 140 | 2" ON 48" WELD-O-LET, 3000 Class, ASME B16.11 |
| 141 | 2" ON 36" WELD-O-LET, 3000 Class, ASME B16.11 |
| 142 | 2" ON 24" WELD-O-LET, 3000 Class, ASME B16.11 |
| 143 | 2" ON 18" WELD-O-LET, 3000 Class, ASME B16.11 |
| 144 | Supply of API 5L PSL2/ ASTM A106 Gr.B /A333 pipes at respective stations as per technical specifications from approved vendors specified in tender document. |
| 145 | 6.625" ODx 0.280" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 146 | 4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 147 | 3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 148 | 2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 149 | 1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 150 | Supply and delivery of following Flame Arrestors at respective stations as per technical specifications indicated in tender document s: |
| 151 | 2" Flame Arrester |
| 152 | Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating at respective stations as per Station wise Break up of mat erial supplyand as per technical specifications from approved vendors specified in tender document: |
| 153 | 6.625" ODx 0.250" WT IS3589 FE410 Pipe Sch. 20 |
| 154 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: |
| 155 | 2" x ANSI 150# HOV F/F API 6D Gate Valve |
| 156 | 1" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 157 | 1"x ANSI 150# F/F BS-1868 Swing Check Valve |
| 158 | 2"x ANSI 600# F/F BS-1873 GLOBE Valve |
| 159 | 1" x 1" 600# x150# F/F TRV |
| 160 | 1" x 1" 150# x150# F/F TRV |
| 161 | FOR FIRE WATER NETWORK: 8"x ANSI 150# HOV F/F API 600 Gate Valve |
| 162 | FOR FIRE WATER NETWORK: 6"x ANSI 150# HOV F/F API 600 Gate Valve |
| 163 | FOR FIRE WATER NETWORK: 4"x ANSI 150# HOV F/F API 600 Gate Valve |
| 164 | FOR FIRE WATER NETWORK: 3"x ANSI 150# HOV F/F API 600 Gate Valve |
| 165 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. |
| 166 | Supply of Fire Fighting Monitor/hydrant: High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flangeof 4" X 150# |
| 167 | Supply of Fire Fighting Monitor/hydrant: Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x 150# WNRF Flange |
| 168 | 75 kg DCP Extinguisher |
| 169 | 10 kg DCP Extinguisher |
| 170 | 6.8 kg CO2 Extinguisher |
| 171 | Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle |
| 172 | Type B Delivery Hoses of 15 M length bearing IS-636 mark |
| 173 | Jet Nozzles |
| 174 | Universal Nozzle |
| 175 | Water curtain nozzle |
| 176 | Pair of Rubber hand gloves for Electrical work bearing IS mark |
| 177 | First Aid Box with Snake serum |
| 178 | Fire Bucket |
| 179 | Safety Helmet |
| 180 | Explosimeter |
| 181 | Safety Torch |
| 182 | Wind socks |
| 183 | Extinguisher box for 10 kg DCP Extinguishers |
| 184 | Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg |
| 185 | 2.5 kg clean agent extinguishers IS 15683 Marked |
| 186 | Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supply and as per technical speci fications from approved vendors specified in tender document |
| 187 | 6" x 2" ANSI 150# END FUNNEL |
| 188 | Supply of Sump tank at respective locations as per technical specifications of the tender: |
| 189 | Supply and delivery of 20 KL FRP Sump tank |
| 190 | Supply of coupling suitable for connection of Type B delivery hoses for water/ foam for feeding foam to HVLR/ JRCP as per specification and instruction of EIC/ Site Engineer. |
| 191 | SERVICES-MECH |
| 192 | "Booster Pumping Unit Installation: Taking delivery of booster pumping units having electrical motor & vertical turbine type centrifugal pump and accessories from designated storage location within the pump station, shifting andplacing the equipments on the pre-constructed foundation, levelling, grouting and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the specification, drawings, manufacturer"s installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC., , Note: Electrical & Instrumentation connections are not included in this item., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment" |
| 193 | |
| 194 | |
| 195 | Sump Pump Installation: Taking delivery of the following pumping units with electrical motors from designated location within station premises, shifting/transporting to site, placing over Sump Tank Nozzle, assembling together all sub-assemblies, alignment, grouting, levelling, checking, providing assistance for taking trial run of electrical motor on no-load, coupling the pump & motor, carrying out the trial run of the complete unit, testing, making final alignment and completework in all respects in accordance with the relevant drawings, manufacturer"s installation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipmentSump Pumping Unit Installation |
| 196 | Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer"s installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 197 | Single Basket Type Strainer - 24" x 150#/600# |
| 198 | Y Type Strainer Installation |
| 199 | Installation of 3-stream Blending skid |
| 200 | |
| 201 | FRP Sump Tank 20Kl capacity |
| 202 | |
| 203 | 48" OD x 0.438"/0.500"/0.562" WT APL 5L |
| 204 | 36" OD x 0.375"/0.438"/0.500" WT APL 5L |
| 205 | 24" OD x 0.375"/0.438"WT APL 5L |
| 206 | 18" OD x 0.375"/0.438"WTAPL 5L |
| 207 | 16" OD x 0.375"/0.438"WTAPL 5L |
| 208 | 12.75" OD x 0.375" WTAPL 5L |
| 209 | 8.625" OD x 0.322"/ 0.375" WT API 5L/ASTM A106/ A333 |
| 210 | 6.625" OD x 0.280" ASTM A 106 Pipe/A333 |
| 211 | 4.5" OD x 0.237"WT ASTM A 106 Gr B/A333 |
| 212 | 3.5" OD x 0.216"WT ASTM A 106 Gr B /A333 |
| 213 | 2.375" OD x 0.218"WT ASTM A 106 Gr B /A333 |
| 214 | 1.315" OD x 0.179"WTASTM A 106 Gr B /A333 |
| 215 | |
| 216 | 48" OD x 0.438"/0.500"/0.562"/0.625" WT APL 5L |
| 217 | 36" OD x 0.375"/0.438"/0.500" WT APL 5L |
| 218 | 24" OD x 0.375"/0.438"WT APL 5L |
| 219 | 18" OD x 0.375"/0.438"WTAPL 5L |
| 220 | 16" OD x 0.375"/0.438"WTAPL 5L _D1 |
| 221 | 12.75" OD x 0.375" WTAPL 5L _D3 |
| 222 | 8.625" OD x 0.322" / 0.375" / 0.438" WT API 5L /ASTM A106/A333 |
| 223 | 6.625" OD x 0.280" ASTM A 106 Pipe/A333 |
| 224 | 4.5" OD x 0.237"WT ASTM A 106 Gr B/A333 |
| 225 | 3.5" OD x 0.216"WT ASTM A 106 Gr B /A333 |
| 226 | 2.375" OD x 0.218"WT ASTM A 106 Gr B /A333 |
| 227 | 1.315" OD x 0.179"WTASTM A 106 Gr B /A333 |
| 228 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating at welding joints, fittings and flanges), Taking delivery of internal epoxy coatedpipes, pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting,edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges,elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc.,installing abovegroundatallelevations connectingwith equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. |
| 229 | 28" OD x 0.375" WT IS3589 FE410 Pipe |
| 230 | 14" OD x 0.250" WT IS3589 FE410 Pipe |
| 231 | 12.75" ODx 0.250" WT IS3589 FE410 Pipe |
| 232 | 10.75" ODx 0.250" WT IS3589 FE410 Pipe |
| 233 | 8.625" ODx 0.250" WT IS3589 FE410 Pipe |
| 234 | 6.625" ODx 0.250" WT ASTMA 106 Gr B Pipe FW |
| 235 | 4.5" ODx 0.237" WT ASTMA 106 Gr B Pipe FW |
| 236 | 3.5" OD x 0.216"WT ASTM A 106 Gr B FW |
| 237 | Under ground piping for Fire Water Piping (with external PU/3LPE Coating and internal epoxy coating at welding joints, fittings and flanges): Taking delivery of internal coated Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/ eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying 100% solvent free elastomeric plyurethane (PU)/ liquid epoxy on external surface, with approved materials, Equipment etc, holiday detection of the coating, cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where internal coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall also be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water; cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. Note: 1. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item. |
| 238 | 28" OD x 0.375" WT IS3589 FE410 Pipe |
| 239 | 14" OD x 0.250" WT IS3589 FE410 Pipe |
| 240 | 12.75" ODx 0.250" WT IS3589 FE410 Pipe |
| 241 | 10.75" ODx 0.250" WT IS3589 FE410 Pipe |
| 242 | 8.625" ODx 0.250" WT IS3589 FE410 Pipe |
| 243 | 6.625" ODx 0.250" WT IS3589 FE410 Pipe |
| 244 | 4.5" ODx 0.237" WT ASTMA 106 Gr B Pipe |
| 245 | 3.5" ODx 0.216" WT ASTMA 106 Gr B Pipe |
| 246 | |
| 247 | Ball/ Gate Valves: |
| 248 | 24"x 600#, MOV, F/F API 6D Ball Valve |
| 249 | 48"x 150#, MOV, F/F API 6D Ball Valve |
| 250 | 36"x 150#, MOV, F/F API 6D Ball Valve |
| 251 | 24"x 150#, MOV, F/F API 6D Ball Valve |
| 252 | 18"x 150#, MOV, F/F API 6D Ball Valve |
| 253 | 12"x 150#, MOV, F/F API 6D Ball Valve |
| 254 | 3" ANSI 600# HOV F/F API 6D Ball Valve |
| 255 | 2" x ANSI 600# HOV F/F API 6D Ball Valve |
| 256 | 2" x ANSI 600# HOV W/W API 6D Ball / Gate Valve |
| 257 | 8" ANSI 150# HOV F/F API 6D Gate/ Ball Valve |
| 258 | 6" ANSI 150# HOV F/F API 6D Ball Valve |
| 259 | 4" ANSI 150# HOV F/F API 6D Ball Valve |
| 260 | 3" ANSI 150# HOV F/F API 6D Ball Valve |
| 261 | 2" ANSI 150# HOV F/F API 6D/ API 600 Ball Valve |
| 262 | 1" x ANSI 800# HOV W/W API 602 Gate Valve |
| 263 | SWING CHECK VALVE |
| 264 | 24" x 600# API 6D SWING CHECK VALVE, W/W, U/G |
| 265 | 24" x 600# API 6D SWING CHECK VALVE, F/F, A/G |
| 266 | 18" x 150#, API 6D SWING CHECK VALVE, F/F, A/G |
| 267 | 8" x 150#, API 6D SWING CHECK VALVE, F/F, A/G |
| 268 | CONTROL VALVES: |
| 269 | 24" x 600# CONTROL VALVE |
| 270 | 24" x 150# CONTROL VALVE |
| 271 | 18" x 150# CONTROL VALVE |
| 272 | 12" x 150# CONTROL VALVE |
| 273 | GLOBE VALVES: |
| 274 | 24" x 600# GLOBE VALVE, FF, A/G, BS1873 |
| 275 | 12" x 150# GLOBE VALVE, FF, A/G, BS1873 |
| 276 | 3" x 150# GLOBE VALVE, FF, A/G, BS1873 |
| 277 | 2" x 150# GLOBE VALVE, FF, A/G, BS1873 |
| 278 | TRV: |
| 279 | 1" x 1"Thermal Relief Valve F/F ANSI600# x 150#_J173 |
| 280 | 1" x 1"Thermal Relief Valve F/F ANSI150# x 150#_J175 |
| 281 | Installation of Valves (for Fire water Lines-Tanks & Piping): Taking delivery of valves of all types and pressure rating from thedesignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer"s installation instructions and specifications andinstructions of the Site Engineer /EIC. Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. |
| 282 | 28"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve |
| 283 | 14"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K7 |
| 284 | 12"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K7 |
| 285 | 10"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K9 |
| 286 | 8"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K9 |
| 287 | 6"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K11 |
| 288 | 4"x ANSI 150 # HOV/ MOV F/F API 600 Gate Valve FW_K11 |
| 289 | 3"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11 |
| 290 | 2" ANSI 150# HOV F/F API 600 Gate Valve |
| 291 | 1" x ANSI 800# HOV W/W API 602 Gate Valve |
| 292 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where required shall be done at Contractors cost. |
| 293 | 48" NB Pipe Joints RT |
| 294 | 36" NB Pipe Joints RT |
| 295 | 28" NB Pipe Joints RT |
| 296 | 24" NB Pipe Joints RT |
| 297 | 18" NB Pipe Joints RT |
| 298 | 16" NB Pipe Joints RT |
| 299 | 14" NB Pipe Joints RT |
| 300 | 12" NB Pipe Joints RT |
| 301 | 10" NBPipe Joints RT |
| 302 | 8" NBPipe Joints RT |
| 303 | 6" NBPipe Joints RT |
| 304 | 4" NBPipe Joints RT |
| 305 | 3" NBPipe Joints RT |
| 306 | 2" NBPipe Joints RT |
| 307 | 1" NBPipe JointsRT |
| 308 | Single Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 309 | 48" OD - Single Cut |
| 310 | 36" OD - Single Cut |
| 311 | 28" OD - Single Cut |
| 312 | 24" OD - Single Cut |
| 313 | 18" OD - Single Cut |
| 314 | 16" OD - Single Cut |
| 315 | 4.5" OD - Single Cut |
| 316 | 3.50" OD - Single Cut |
| 317 | Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 318 | 48" OD - Double Cut |
| 319 | 36" OD - Double Cut |
| 320 | 28" OD - Double Cut |
| 321 | 24" OD - Double Cut |
| 322 | 18" OD - Double Cut |
| 323 | 16" OD - Double Cut |
| 324 | 4.5" OD - Double Cut |
| 325 | 3.50" OD - Double Cut |
| 326 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) o f existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excava tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pum p station premises and handing over, completing the workin all respect as per drawings, instruction of the Site Engineer / EIC. |
| 327 | |
| 328 | |
| 329 | Development of As Built Drawings, Data Sheets etc.: Development of as built drawings, data sheets, system details covering all addit ional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer |
| 330 | Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orific e plate for flow and pressure control, preparation of reports, schematic drawings, recommendations and suggesting the pipe sizes in the fire water netwrok so that the fire fighting system meets the requirement of OISD 117, latest Edition. Completing the work in al l respect as per the defined scope of work and instructions of Site Engineer/EIC. |
| 331 | Flexibility and piping stress analysis of station piping as per specification (Tank farm piping, Firewater header, All Station pipin g not covered under Tank farm piping). The scope of analysis shall include all existing station/ tank farm/ firewater piping and pro posed piping under this project. |
| 332 | Hook-up of New Piping with existing process Piping : Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flangetrimming, grinding, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,orwelding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to preparethe complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedure. |
| 333 | 48" OD x 0.438/0.500"/0.562"/0.625" WTpiping |
| 334 | 36" OD x 0.438/0.500"/0.562"/0.625" WTpiping |
| 335 | 24" OD x 0.438/0.500"/0.562"/0.625" WTpiping |
| 336 | 4.5" OD x 0.237" WTpiping |
| 337 | 3.5" OD x 0.216" WTpiping |
| 338 | |
| 339 | Installation of HYDRANTS & MONITORS: |
| 340 | Remote Operated High Volume Long Range Foam Monitor 4000 GPM capacity stand post type HVLR |
| 341 | Manual High Volume Long Range Foam Monitor 4000 GPM capacity stand post type HVLR |
| 342 | High Volume Long Range Foam Monitor 750 GPM capacity stand post typewith inlet flange of 4" X 150# HVLR_L2 |
| 343 | Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x 150# WNRF Flange_L3 |
| 344 | Installation of Medium Expansion Foam Generator (MEFG) |
| 345 | COMPOSITE-MECH |
| 346 | Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequere d plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erect ion of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 347 | Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method,after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 348 | Supply and Erection of GI Structural Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 349 | Painting: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever s and blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of primerand painting the surface s with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in al l respects as per specification and instructions of the Site Engineer / EIC. |
| 350 | Zinc Ethyl Slicate Primer as per specification |
| 351 | Self-primed, surface tolerant, High build Epoxy mastic paintas per specification |
| 352 | Isocynate Aliphatic Poly Urethene(PU)as per specifications |
| 353 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasti ng or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying sing le layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, eq uipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 354 | Supply, Installation and commissioning of Complete Corrosion Inhibitor Injection System including CI storage tanks, pumping arrangem ent and associated piping and instrumentation as per attached specifications. |
| 355 | Supply Fabrication and Installation of temporary conical pump strainer as per specifications: |
| 356 | Temporary Conical Strainer, 24" Mesh Size 40/ 30/ 20/ 10 as per instruction of EIC/ Site Engineer. |
| 357 | |
| 358 | 30 - 50 mm wide x 1 mm thick Copper strip |
| 359 | HOT/ EOT CRANE: Design, manufacture, inspection & testing at manufacturer"s works and supply ofHOT/ EOT cranes (having main girder beam with box type construction) as per specifications, taking delivery, shifting / transporting within the pump station premises and erecting on the shed Girder, assemblies / sub-assemblies, auxiliaries, girders etc, aligning checking for free movement of the crane from one end to other and cross movement, cleaning by sand blasting, priming, painting as per painting schedule testing of the crane with specified load in presence of the manufacturer"s representative including providing all labours, materials, equipments and consumables necessary to perform and complete the works in all respects as per specifications, drawings and instructions of Site Engineer / EIC.The scope of supply shall also include supply of Long Travel Girder Beam suitable for the shed/ buidling. |
| 360 | EOT CRANE: 15 Ton capacity EOT crane for Mainline pump shed |
| 361 | EOT CRANE: 12 Ton capacity EOT crane for Booster pump shed |
| 362 | Supply and installation of SS sampling point as per drawing/ instruction of EIC |
| 363 | Hot-tapping works on 48" 150#line size with single stopple: Mobilization of Equipments, Hot Tapping, stopple machine, sandwichvalves, welding machine & consumables, cutter housing, stopple housing,stopple head, stopple cutter, pilot drill, cutter holder, LockO-Ring/Lock O ring plus plugs, LOR/LOR plus plug holder,equiredskilled, semiskilled, unskilled manpower, includung Supply andDelivery of hot tap & Line stopple fittings, Line Stopple Plug withscarfed nipple /Lock O-Ring plus plugs, Hot Tap Plug with ScarfedNipple / Lock O-Ring, Buna N Sealing Elements, pressure equalizationfittings, LOR/Lock O-Ring plugs, Sealing elements, guide bar, BlindFlanges, other tools, fixtures of required pressure rating for 1 nos.hot tap, all accessories, gaskets, fasteners etc. required to completethe job, inline with enclosed Drawing, Installation of the cutterhousing, carrying out Hot tapping with sandwich isolating valve at eachend, stoppling, welding, radiography of weld joint etc. providing allassistance for Hot tapping, insertion of the stopple plug and blockingflow in the pipeline section,installation of gas bags, installation of LOR/LOR plus plug, testing, air bleeding, Clearing the area, machines, tools & tackles etc.,completing the work in all respect withall materials, consumables, tools,tackles, labour etc. to restorenormal operation in line with specification of hot tapping givenincluding all material complete under close supervision and as per thedirection of the Site-Engineer / Engineer-in-charge. Note: 1. The rates are inclusive of all manpower, equipent, tools &tackles, consumable etc required to complete the job as per scope ofwork. 2. The rates are exclusive of cold cutting of mainline, by-pass line, hookup work work etc which are included in the scope of service contractor as per scope of work. |
| 364 | Hot-tapping works on 24" 600# line size with double stopple and tempoprary bypass line: Mobilization of Equipments, Hot Tapping, stopple machine, sandwich valves, welding machine& consumables, cutter housing, stopple housing, stopple head, stopple cutter, pilot drill, cutter holder, Lock O-Ring plus plugs, LOR plus plug holder, required skilled, semiskilled, unskilled manpower,includungSupply and Delivery ofhot tap & Line stopple fittings, Line Stopple Plug with scarfed nipple / Lock O-Ring plus plugs,Hot Tap bypass fitting,Hot Tap Plug with Scarfed Nipple/Lock O-Ring, Buna N Sealing Elements,pressure equalization fittings, Lock O-Ring plus plugs, Sealing elements, guide bar, Blind Flanges, other tools, fixtures of required pressure rating for 2 nos. hot tap, all accessories, gaskets, fasteners etc. required to complete the job, inline with enclosed Drawing, cleaning and removal of the coating if required, Installation of the cutter housing, carrying out Hot tapping, fabrication and creation of temporary housing to housing bypass line of same size or one size lower pipe along with sandwich isolating valve at each end, stoppling, welding, radiography of weld joint etc. providing all assistance for Hot tapping, N2 testing ,insertion of the stopple plug and blocking flow in the pipeline section, Fabrication and laying of bypass line,installation of gas bags, installation of LOR plus plug, testing, air bleeding and filling the section with product, Clearing the area,machines, tools & tackles etc., completing the work in all respect with all materials, consumables, tools, tackles, labour etc. to restore normal operation in line with specification of hot tapping given including all material complete under close supervision and as per the direction of the Site-Engineer / Engineer-in-charge. Note: 1. The rates are inclusive of all manpower, equipent, tools & tackles, consumable etc required to complete the job as per scope of work. 2. The rates are exclusive of cold cutting of mainline & hookup work work which are included in the scope of service contractor as per scope of work. |
| 365 | SUPPLY-ELECT |
| 366 | SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: |
| 367 | RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 368 | Supply and installation of 11/6.6 KV Discharge Rod |
| 369 | INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elasto mer mats as per specifications: |
| 370 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 371 | SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: |
| 372 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 373 | Supply of fire buckets mounted on stand |
| 374 | Flameproof DB: Supply of the flameproof (Ex"d) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Alluminium Alloy LM-6 with 125 A, TPN busbar,01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plugged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoured cable, 02 Nos. 32A, 4 Pole MCBs suitable for termination of 3.5C x 25 sq.mm. Armoured cable, Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certified for application in Zone-I, Gas Group IIA & IIB, Temp class T3and shall be of approved make as mentioned in the technical specifications. The item includes supply of flame proof double compression cable glands of nickel plated brass material for each cable entry 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armoured cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flameproof DB attached with supply specifications. |
| 375 | SERVICE-ELECT |
| 376 | Cable Trench: Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres inclu ding shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand ma terials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 377 | WBM Road/Concrete Breaking: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing o f the road/dyketooriginal condition and disposing off excess materials(within thework site) job complete in all respectsincluding the cost of labour, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, speci fication and directionsofSite Engineer / Engineer-in-Charge. |
| 378 | Cable Laying - Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materialssuch as fixingclamps, screws, cable straps, tags, etc.as required (other than the supplyofthe conduits, cables, pipes, cable racks, trays,poles,structures and panels) complete in all respect, including cost of allla bour, tools, consumable materials, etc. and cutting the cables in required lengths asper drawings, specification and directionso fSite Engineer / Engineer-in-Charge: |
| 379 | Power cables LT : OD upto 20 mm |
| 380 | Power cables LT : OD above 20 mm and upto 40 mm |
| 381 | Power cables LT : OD above 40 mm |
| 382 | Power cables HT |
| 383 | Control cables (T&I) : OD upto 20 mm |
| 384 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 385 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 386 | Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O poi nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc. |
| 387 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taking OTDR traces and su bmitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required mat erials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Si te Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes han ding over the tested cables to the Telecom / Control System Works Contractor in commissioning of Local Area Network. |
| 388 | HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB"s and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power& control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): |
| 389 | HT Switchboard with more than 10 VCB |
| 390 | HT SWITCHBOARD (6.6/11 KV)/ HT Soft Starter - Erection, Installation including transportation from owner desginated location, testin g and commissioning of HT Switch Board consisting of single VCB"s / HT Soft Starter and other accessories including termination ofall LT/control cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling a nd fitting all accessories / instruments / relays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F andadditional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard/HT soft starter,making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries asrequired with materials i.e. WP Cable glands, end lugs, labour, tools and tackles, consumables etc , asper drawings, specificatio n and directionsofSite Engineer / Engineer-in-Charge. (Note: Commissioning assistance (Only Supervision) shall be provided by th e supplier of the HT Switch Board/ HT soft starter.): |
| 391 | "HT Capacitor Bank switcboards of 6.6 kV - Erection, Installation including within site transportation, testing and commissioning ofHigh Voltage (HT) Capacitor Bank switcboards of 6.6 kV consisting of VCB"s and other accessories including termination of all LT/co ntrol cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fittingall accessories / instruments / relays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additiona l protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconne ctions/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i .e. WP Cable glands, end lugs, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSiteEngineer / Engineer-in-Charge. (Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT capac itor Switch Board.): 6.6 kV, above 800 and upto 2000 kVAR capacitor bank" |
| 392 | " HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Loc al speed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthingof Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. (Note: Commis sioning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.): : HT Motor rating below 1500 KW" |
| 393 | "HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Loca l speed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthing of Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools a nd tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. (Note: Commiss ioning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.): HT Motor rating 1500 KW and above" |
| 394 | Variable Frequency Drives: Installation including transportation from owner desginated location, testing and commissioning of owner supplied Variable frequency drives on foundation channels including aligning, levelling, grouting etc., Making all the inter- connec tions with HT Breakers,hot standby PLCof VFD system& Motors for incoming/outgoing/ Power / control cables (All as applicable).Making holes for cable entries, if required and blinding the spare cable entry holes, with materials i.e. WP Cable glands, end lugs , earthing of VFD board, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engin eer / Engineer-in-Charge. (Note: Commissioning assistance (only supervision) shall be provided by supplier of the VFD.) |
| 395 | "Silent LT DG set - Erection, Installation including transportation from owner desginated location, connecting, testing and commissi oning of owner supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work shall includ e grounding of alternator neutral, earthing, providing water pipe connection for Radiator water make-up complete with valve, solenoi d valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (including supplyof shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads, installation of PLC based AMF panel, NIGpanel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: LT DG set with PLC based AMF panel, fuel tank etc " |
| 396 | 415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: |
| 397 | Capacity upto and including 1 KW |
| 398 | Capacity above 1 KW and upto 2.5 KW |
| 399 | Capacity above 2.5 KW but upto 7.5 KW |
| 400 | Capacity above 7.5 KW but upto 50 KW |
| 401 | Capacity above 50 KW |
| 402 | LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of415 V, owne r supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installation on thealready made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming po wer & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and dir ections of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect includingtermination of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc.: |
| 403 | Weight of unit upto and including 100 Kg |
| 404 | "Weight of unit above 100 kgbut upto and including 500 kg " |
| 405 | "Weight of unit above 500 kgbut upto and including 1000 kg " |
| 406 | "Weight of unit above 1000 kgbut upto and including 3000 kg " |
| 407 | "Weight of unit above 3000 kgbut upto and including 6000 kg " |
| 408 | Transformer/Automatic Voltage Regulator (AVR): Installation, testing and commissioning of owner supplied (outdoor type -ONAN cooled)transformer of (6.6 KV/11 KV)/0.433KV capacity/ Automatic Voltage Regulator (AVR), casting of foundation block, & erection of trans former / AVR over the rail and foundation channels, including transporting, unpacking, rigging, aligning, levelling, grouting, assem bling, fittingand fixing all accessories/instruments/ relays etc. supplied separately if any,etc., making all the interconnections& termination of all power (HT / LT) cables, control cables / busbar etc. as per drawings, including earthing/grounding of transfor mer neutral / AVR as per drawing,equipments needed to completely install and commission the transformer Job complete in all respec t including cost of all labour, tools and materials and all services rendered complete, as per the drawings and directions of the Si te Engineer / engineer-in-Charge. |
| 409 | TRANSFORMER: Disconnection, dismantelling, removal, loading / unloading of 500-1600 KVA Transformer (6.6 KV/11 KV)/ 0.433 KV, (outdoor type -ONAN cooled) from existing TRroom,at same location toanother TR room / store in the same premises (aprox 1 km apart)and fabrication of junction boxfor termination of incoming cable; extension of existing bus-bar at transformer end etc. job complete in all respect including supply of cable gland, lugs etc. cost of all labour, tools and materials and all services rendered complete, as per directions of the Site Engineer / engineer-in-Charge. |
| 410 | TRANSFORMER OIL: Centrifuging, filtering and dehydrating of the transformer oil oftransformer to improve insulation level to the v alue recommended as per the relevant ISS and the manufacturer"s recommendations and as per specifications and directions of the SiteEngineer/Engineer-in-Charge including supply of labour, tools and materials and all services rendered complete. |
| 411 | Conducting harmonic study/ analysis to establish voltage and current harmonic contents in the different outgoing feeders for the upc oming project, which shall include feeders for VFDs, Incomers of HV switchboards, Common point of coupling, transformer outgoing fee ders, Capacitor panels outgoing feeders, etc. Based on harmonic study/analysis, vendor shall review and submit harmonic analysis rep ort inline with IEEE-519, CEA regulations & any other applicable standard atdifferent stations of the project. The report shall at l east include total harmonic distortion, harmonic values for voltage and current and recommendations of any measures, if required forcompliance of harmonic levels within limit as per CEA &IEEE guidelines. Arrangement of all tools, tackles, equipments for harmonic analysis, etc. is also included in the scope of work.The party carrying out the job must have experience of carrying out one job of harmonic analysis/ study/ mitigation at some installation having variable frequency drives. The bidder can carry out the job on thei r own, if they possess such experience of they can propose some subcontractor, acceptance of which shall be based on review of crede ntial by EIC. |
| 412 | FLP & WP Distribution board: Erection, installation including within site transportation, testing and commissioning of415 V , Flam eproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made founda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands et c. complete as per cable schedule, drawings etc. |
| 413 | SHIFTING OF SG SET: : Disconnection, dismantling, removal, loading /unloading of DG set( 500 kVA - 1000 kVA) including AMF panel, ex ternal fuel tank of approx. 1000 L , sound proof canopy, silence, exhaust system/structure including transporatation it to another l ocation within same premises (approx. 1 km apart) job complete in all respect including cost of all labour, tools and materials and all services rendered complete, as per directions of the Site Engineer / engineer-in-Charge. |
| 414 | COMPOSITE-ELECT |
| 415 | GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60,75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, con sumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge. |
| 416 | HIGH MAST 30 M HEIGHT: Supply, erection, installationand testing of 30M high mast shaft in three sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install24 nos luminaries of BE NP-20FL-350W LED of Bajaj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cabl e, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactur ed from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of24 nos. Integ ral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED dri vers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly.350 Watts and 1 set Within Lumi nary Interconnection.Supply and installation of 2 nos. LED type single dome aviation obstruction lightis also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, si ngle dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and ra ise lower push button, Incoming 25/35 sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soilbearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from bod y and head frame of High Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightn ing finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor e tc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, P ower Tool etc at the bottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref.- Technical specifications . |
| 417 | HIGH MAST 20 M HEIGHT: Supply, erection, installationand testing of 20M high mast shaft in two sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240 W LED of Bajaj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly.240 Watts and 1 set Within Luminary Interconnection.Supply and installation of 2 nos. LED type single dome aviation obstruction lightis also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming (25/35) sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of High Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the bottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref. - Technical specifications. |
| 418 | SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofS ite Engineer / Engineer-in-Charge |
| 419 | BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices,in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , a sper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 420 | CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concret e grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. |
| 421 | HT CABLE JOINT: Making straight-through joint on 6.6 / 11 KV Aluminium/Copper XLPE/PVC insulated armoured screened cable, including the supply of required materials such as cable jointingkit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, l abour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: For cables of size upto 3 core x 400 sqmm |
| 422 | LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 423 | Power cables LT : OD upto 20 mm |
| 424 | Power cables LT : OD above 20 mm and upto 40 mm |
| 425 | Power cables LT : OD above 40 mm and upto 60 mm |
| 426 | Power cables LT : OD above 60 mm |
| 427 | HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable s leeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet theselected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of ins ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isol ators, transformer, DG,MLPU/Booster pump motors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc ,asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: |
| 428 | HT Cable of size above 3Cx240 sq. mm |
| 429 | HT Cable of size upto 3Cx240 sq. mm |
| 430 | EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover,charcoal /special backfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site En gineer, Including thecostof alllabour, tools, materials etc. completein all respects. |
| 431 | EARTHING SYSTEM SET (06 PITS): Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes ea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.) |
| 432 | EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes g routing of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc . and as per direction of EIC / Site engineer. |
| 433 | EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the eart hing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: |
| 434 | 50 mm X 6 mm G.I. earthing strip |
| 435 | 40 mm X 5 mm G.I. earthing strip |
| 436 | 25mm x 4 mm copper flat |
| 437 | GI wire(8 SWG) |
| 438 | GI wire / rope 10 mm diameter |
| 439 | Copper cable as per specifications - 100 Sq.mm |
| 440 | Copper cable as per specifications - 10 Sq.mm |
| 441 | Supply, erection & installation of cable conduits made up of GI pipes of medium class "B" subject to owner"s approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends,sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of s ite engineer / Engineer-in-Charge: |
| 442 | 25 mm |
| 443 | 37 mm |
| 444 | 50 mm |
| 445 | 100 mm |
| 446 | 150 mm |
| 447 | STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable ra ks, cable trays, push button control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 448 | FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group II A & IIB/II C (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable ( where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certifi ed enclosure: |
| 449 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 450 | FLAMEPROOF LED WELL GLASS FITTING 90 W, Supply, installation, testing & commissioning of Ex"d" (Flameproof) Well Glass Light Fixturewith provision ofCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compress ion type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardware : SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 451 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex"d" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 452 | FLAMEPROOF LED WELL GLASS FITTING 125 W, Supply, installation, testing & commissioning of Ex"d" (Flameproof) Well Glass Light Fixtur e with provision ofCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compres sion type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardwar e: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 453 | FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approvedm ake with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricati ng, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flameproof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per t he specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. compl ete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge: |
| 454 | With Ammeter |
| 455 | Without Ammeter |
| 456 | FLP & WP JUNCTION BOX - Supply, erection, installation, testing andcommissioning of flameproof & weather proof junction box for pr oviding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & inst allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specificatio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect: |
| 457 | 8 way junction box with 8 cable entries (1 x 1" & 7 x 3/4") at bottom & 20 nos. terminals. |
| 458 | 6 way junction box with 6 cable entries (6 x 3/4") at bottom & 20 nos. terminals. |
| 459 | 4 way junction box with 4 cable entries (4 x 3/4") at bottom & 20 nos. terminals. |
| 460 | FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12" exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079 -2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 461 | FLP/WP ROTARY SWITCH: Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, i ncluding including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects. |
| 462 | FLP/WP DISTRIBUTION BOARDS - Supply, erection, installation, testing andcommissioning of flameproof /weather proof (IP-65) distrib ution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connectionand termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression ca ble glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engin eer, including the cost of all labour, tools, consumable materials etc. complete in all respect: |
| 463 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DBwith Bus bar - 100 A TPN, Incom er - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB |
| 464 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Inc omer - 1 no. 32 A TPN MCB& Outgoing - 3 no. 6 A SPN MCB |
| 465 | FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing andcommissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double comp ression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire a nd conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, to ols, consumable materials etc. complete in all respect: |
| 466 | 250V, 15 A switch cum socket with plug |
| 467 | 250V, 63 A Plug & welding receptacle |
| 468 | 415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make |
| 469 | WP 6 WAY JUNCTION BOX: Supply, erection, installation, testing andcommissioning of weather proof 6 way junction box of approved ma ke for providing cable termination & including connection and termination of earthing wire and conduits, including supply & installa tion ofcable glands & plugs for sealing all spare entries etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect. |
| 470 | SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Lan guage. |
| 471 | CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KVas per IS 255 including fix ing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 472 | STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including ano dising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push butt on stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the directio n of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc. |
| 473 | "PLASTIC INSCRIPTION PLATE: Supply and installation of approved quality plasticname inscription plates including engraving the ins criptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as requi red, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." |
| 474 | Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor: |
| 475 | 1 light point controlled by 1 switch |
| 476 | 2 light points controlled by 1 switch |
| 477 | 3 light points controlled by 1 switch |
| 478 | 4 light points controlled by 1 switch |
| 479 | CEILING FAN WIRING: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular swi tch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifica tions and drawings. |
| 480 | Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade in cluding earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan inc luding providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawin gs. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one c ircuit. |
| 481 | Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specif ications and drawings |
| 482 | Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, comple te with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications anddrawings. |
| 483 | "Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal cladsocket andplug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box " |
| 484 | Wiring for call bell points (1 call bell point controlled by 1 modular switch)in switch box including providing call bell / buzzer s uiable for single phase 230 V as per specifications and drawings. |
| 485 | Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, comple te with providing and fixing of 3 numbers, 6 A 5 pin modular sockets and 10 A modular switches for UPS point as per specifications a nd drawings |
| 486 | Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribu tion board ofapproved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conf orm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings: |
| 487 | Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification. |
| 488 | Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPNMCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification |
| 489 | Type V Distribution Board: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1 x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification. |
| 490 | Critical Light DB: Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN& 7x2 A SPN MCB |
| 491 | Surface mounting Plug & Socket DB complete with 63 A TP MCB, with neutral link for VFD AC"s. |
| 492 | Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and i nstallation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other requir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materialsetc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from t he approved make list given in the specifications: |
| 493 | Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. |
| 494 | LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Suppl y and fixing of recess mounted weather prooflight Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with L EDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. |
| 495 | LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mo unted weather prooflight SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved m ake. |
| 496 | DN170C LED10S-6500 PSU WH: Supply and fixing of surface mounted weather prooflight DN170C LED 15 W having 1000 lumens output fitti ng of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connectorblocks etc including installation. |
| 497 | BVP410 LED 172 CW HE NB FG S3 XT: Supply and fixing of BVP410 LED 172 CW HE NB FG S3 XT LED 172 W having 17200 lumens outputfittin g of PHILLIPS or equivalent approved make complete with all accessories including installation. |
| 498 | Critical Light: Non Flame Proof type PEL 240 M/SL of Prolite or of approved make as per EIC, with 2 X 18 W LED TL/ Lamp including se aled lead acid battery of suitable size for minimum 01 hour back up, battery charger, for Fire fighting pump shed, HT/LT Room, Batte ry Room etc.The job includes connection of the fitting, 6A switch socket with 2C x 4 sqmm cable from DB/switch board and as mentione d above including all accessories etc. complete in all respect as per direction of EIC / Site engineer. |
| 499 | Swan neck lighting pole with LED well glass Light: Supply, installation, testing and commissioning of swan neck lighting pole of10 0mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5 mmalong with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting po le shall made up be of 50mm diameter GI pipe (radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 0 2 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and sup ply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all re spects as per specifications, drawings and instructions of EIC / Site engineer. |
| 500 | Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of or approved make with 56" Sweep s ize |
| 501 | Wall mounted fan: 12" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. |
| 502 | Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 503 | 18" Sweep |
| 504 | 12" Sweep |
| 505 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. duringor after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.: |
| 506 | 19 mm |
| 507 | 25 mm |
| 508 | 32 mm |
| 509 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S .458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawingand the direction of the EIC/Site Engineer: |
| 510 | 300 mm dia |
| 511 | 200 mm dia |
| 512 | Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: |
| 513 | Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia |
| 514 | Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia |
| 515 | Fire Siren Board:Supply and fixing of Fire Siren Board for 2.1 kW Fire Siren as per specification. |
| 516 | Supply, installation, testing and commissioning of Factory built Floor mounted Factory built Floor mounted Packaged Air ConditioningUnit: Precision type Packaged Air conditioning units of approved make and model as per Technical Specifications attached, comprisin g of variable Scroll compressors, DX evaporator coil with cross hatched high efficiency copper tubes, electronic expansion device & distributor, DIDW/DX centrifugal Imported blower with 3 phase drive motor, air-cooled condenser suitable for 50 deg C ambient temper ature etc. Each package unit with not less than 550 CFM(Cubic feet per minute)/TRcomplete with microprocessor control. Each Evapor ator unit shall be with Variable Capacity Scroll compressors, controls such as contactors, over load protector for all motors, HPLP cutouts, single phase preventor, evaporator coil, evaporator fan complete with EC motor, humidifier & de-humidifier, insulated drainpan assembly, electronic expansion valve, refrigerant filter drier with shut off valves and dry-fabric cleanable type filter.Cond ensing unit shall comprise of condenser coil and condenser fan motor etc. The evaporator unit and condensing unit will be factory as sembled in a compact heavy gauge steel cabinet, duly painted,complete with all materials, labour, tools, tackles, consumable etc.,including pressure testing & charging of refrigerant gas/ oil, fixing of isolation valves, catchall drier/filter, Canvass connectio n, Machine outlet dampers, Vibration isolation pads, lifting-shifting & positioning at appropriate location (minimum configuration nWorking + 1 Stand-By total n+1 unit). Detail calculation for ariving at value "n" is to be submitted for approval from the AC manuf acturer. Tentative required data is given in the technical specifications.Precision Package type Air Conditioning Units (Min. 26 T R nominal capacity each). |
| 517 | Supply & installation of Hard Drawn refrigerant Copper piping (16 / 19 guage) with necessary insulation to interconnect indoor and o utdoor units. |
| 518 | "GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking duct measurem ents, vanes, collars, etc., will also be measured and accounted for. : 24 guage" |
| 519 | "GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking duct measurem ents, vanes, collars, etc., will also be measured and accounted for. : 22 guage" |
| 520 | Duct Thermal Insulation with aluminium foil faced Nitrile rubber of 9 mm thickness. |
| 521 | Supply & Installation of PVC insulated 40 mm dia drain piping. |
| 522 | Supply & Installation of PVC insulated Condensate 32 mm dia drain piping. |
| 523 | Duct Accoustic Lining: Supply & installation of 25 mm thick fibre glass (density 32 Kg/cbmt) covered with RP Tissue paper for therma l insulation. |
| 524 | Supply, installation, testing and aligning fresh air arrangement with Bird Screen & Volume Control Dampener (Provision for utilisati on, if required). |
| 525 | Supply & Installation of MS Stands for mounting of Outdoor Units. |
| 526 | Supply & Laying, termination, connection of interconnecting electrical armoured cabling for Indoor Units & Outdoor Units. |
| 527 | Under dake Insulation with Fire resistence TF Quality Poly Styrene 50mm thick ( density 32 Kg/cum ) Fire resistant type. |
| 528 | Bare Fire Control Damper for SA & RA Duct |
| 529 | Pressure testing and charging of refrigerant gas R-407C/R410A |
| 530 | Supply, installation, testing and balancing of aluminum powder coated grilles/Diffusers (as required based on site feasibility): |
| 531 | Extruded Aluminium Powder coated supply / return air grilles/diffuser without Volume control dampeners. |
| 532 | Extruded Aluminium Powder coated supply / return air grilles/diffuser with Volume control dampeners. |
| 533 | CATHODIC PROTECTION |
| 534 | Magnesium Anode: Supply, Installation , testing and commisioning of Magnesium anode (minimum 5 Kg each) including its tail cable of size of 1c x 10 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill mater ial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per speci fications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried out asper the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 535 | Installation of CJB for current distribution among pipelines |
| 536 | "Cathodic Protection Units: Erection, testing and commissioning of cathodic protection units (CPTR/CPPSM); including supply and installation of all facilities, materials etc., including fuses, all supporting structures, laying and connecting the 1100 V Grade power cable (2 runs of 1Cx25 sqmmCu. conductor XLPE insulated Armoured Cable) from DCDB to CPPSM unit / laying and connecting the 1100 V Grade power cable (owner pr ovided 1 run of 3Cx10 sqmm Al. conductor XLPE insulated Armoured Cable) from ACDB to CPTR unit,providing the earthing arrangement.The work includes furnishing the test results by conducting all the NO LOAD and ON LOAD tests on the CP units and adjusting setting s as required and testing the pipeline section for full cathodic protection for entire stretch. The job complete in all respect shal l include costof all labour, tools as per specifications and directions of the Site Engineer / Engineer-in-Charge.: 230 V AC Operated manual type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50V, 50A DC" |
| 537 | Supply of Flameproof,Ex-d,IIA/IIB CJB with accessories for distribution of current among pipelines |
| 538 | " Supply of Cathodic Protection unit of approved make, complete in all respects as given in the specification with all its accessori es to ensure trouble free operation 230 V AC Operated automatic type Cathodic Protection Transformer Rectifier (CPTR) unit of rating 50 V,50 A DC with SCADA linkage fac ility as per specifications" |
| 539 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protecti on of MOVs and at HT line crossing locations |
| 540 | Flame proof & Weather proof junction Box of approved make conforming to drg 9200-99900-404-606-00. |
| 541 | Supply of XLPE insulated , PVC sheathed cable, 1100 v gradeconforming to IS: 7098 (P-1) as per specifications and approved make |
| 542 | Copper Cable size 1cx35 sq. mm Armoured |
| 543 | Copper Cable size 1cx25 sq.mm Armoured |
| 544 | Tinned Copper Cable size 1cx10 sq.mm Unarmoured for distributed anodes of station CP system |
| 545 | Supply ofCu- Cuso4portableHalf cell, as per specifications of approved make |
| 546 | Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs,sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 547 | Laying of anode header / cathode / reference cell cables at a minimum depth of 1 meter and connection to the CP unit / pipeline / ha lf cell etc. The work includes excavation, installation, supply of all required materials such as sealing materials, lugs, PVC sleev e, repair materials etc., and carrying out all works such as exposing pipe, coating repair, cad welding / pin brazing, backfilling e tc.,; in all types of strata and soil (including rock) by making the trench, back filling the trench, cable terminations, work compl ete in all respects including cost of all labour, material, tools etc. as per specification and instruction of Site Engineer / Engin eer-In-Charge and approved drawings. |
| 548 | 1cx35 sq. mm |
| 549 | 1cx10 sq. mm |
| 550 | CP Reading for Station Piping: Measuring, recordingand submitting the cathodic protection readings for the station pipingby repe ated adjustments of the settings of the TRUs etc for achieving full/ maximum protection as per the criteria and priority ofprotect ion as mentioned in the specifications ., measuring the relevant readingsand "pipe to soil potential" readings at all the test lea d locations in the station includingthe CP station parameters like current(AC/DC), voltage(AC/DC) , circuit resistance etc. ,pre paring and submittingpipe to soil potential profile, graphs and other datapertaining to the cathodic protection of the station C P system for all the station CP Systems installed as per respective item, job complete in all respects as per specification and inst ructions of Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 551 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, specialback-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling e tc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall b e carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 552 | "MMO Anode: Supply& installation of MMO type anodes as per the approved configuration for "Impressed Current Cathodic Protection" system of station piping / structures including all anodes, laying & termination of all anode tail cable (XLPE insulated copper cond uctor) suitable with length for connecting upto Anode junction box without any joints in betweenincluding supply and laying of PVCsleeve / trunk pipe& drawing all the lead wires through the pipe and connecting the same with Anode bus in Anode junction box inc luding erection, providing foundations of Anode Junction Boxes & Cathode Junction Boxes, providing chain link fencing around Anode j unction Box wherever required, as per specifications includingsupply of back fill material, excavation, backfill of earth and fill ing the sand with requisite back fill material as per specification & also compacting the same with soil for restoring it to normal finished ground level all complete with all labour and material asper instruction of Site Engineer / Engineer-in-Charge, Specifica tions and approved drawings. Note : Supply of anode tail cable for distributed anodes for station CP are covered elsewhere in SOR" |
| 553 | Test Lead Point: Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door , Heavy Guage MS pipe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front do or, vandal proof concealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-03 : STD-483). The workinc ludes providing requisite concrete foundation of 600 mm x 600 mm x 800 mm at site,including MS hard pipe for cable entry through f oundation, erection of the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (using cad welding/ pin brazingtechnique), repairing the damage to coat & wrap (with coating repair etc.), backfilling the trenches, cleaning the site, applyingepoxy paint / powder coating etc. The work also includes supply, installation, l aying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connec tion scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per the direction and specification detailed in the document complete with tools, tackles & other necessary requir ement. The work complete in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Site Engineer/Engineer-In-Charge. |
| 554 | TLP type "A" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) |
| 555 | Flameproof Type DMV (With Ingress Protection IP:55)- with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 556 | Conducting "Soil Resistivity Survey" at anode bed location after ascertaining its suitablity with respect to the existing system , f or installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 557 | CIVIL COMPOSITE WORKS-ITC |
| 558 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 559 | In all kinds of soil |
| 560 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 561 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 562 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 563 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 564 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 565 | Centering and shuttering including strutting, propping etc. and removal of formwork for : |
| 566 | Foundations, footings, bases for columns |
| 567 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 568 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 569 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 570 | Foundations, footings, bases of columns, etc. for mass concrete |
| 571 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 572 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 573 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 574 | All works upto plinth level |
| 575 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 576 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 577 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"] |
| 578 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing 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 , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] : |
| 579 | All works upto plinth level |
| 580 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer "s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 581 | Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 582 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 583 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 584 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 585 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 586 | Neat cement punning. |
| 587 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 588 | 450 mm diameter piles |
| 589 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] : |
| 590 | Single pile up to 50 tonne Safe Capacity : |
| 591 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 592 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 593 | Single pile above 50 tonne and up to 100 tonne Safe Capacity : |
| 594 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 595 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 596 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile : |
| 597 | Up to 50 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"] |
| 598 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit "EA" shall mean "PER TEST"] |
| 599 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge. |
| 600 | CIVIL COMPOSITE WORKS-NON ITC (PART-1) |
| 601 | 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) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 602 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 603 | In all kinds of soil |
| 604 | Excavating trenches of required width in all kinds of soil for pipes, cables, etc. including excavation for sockets, and dressing ofsides, ramming of bottoms, upto specified depth, 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 su rplus excavated soil, all work up to any lead & lift as directed by the Engineer-in-Charge : |
| 605 | Trench depth upto 1.5m : |
| 606 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 607 | Trench depth exceeding 1.5 m but not exceeding 3 m: |
| 608 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 609 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 610 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including rammingand watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 611 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 612 | 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 : |
| 613 | Beyond 30 cm girth upto and including 60 cm girth |
| 614 | Beyond 60 cm girth upto and including 120 cm girth |
| 615 | Beyond 120 cm girth upto and including 240 cm girth |
| 616 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified. |
| 617 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) : |
| 618 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 619 | "Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : " |
| 620 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : |
| 621 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Chargecomplete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 622 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 623 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the buildingshall be measured for payment]. |
| 624 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 625 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 626 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 627 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 628 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 629 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 630 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 631 | Centering and shuttering including strutting, propping etc. and removal of formwork for : |
| 632 | Foundations, footings, bases for columns |
| 633 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 634 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 635 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s sp ecification. [Note: Unit "KG" shall mean "PER KG PER 50 KG OF CEMENT"]. |
| 636 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 637 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 638 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 639 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 640 | Foundations, footings, bases of columns, etc. for mass concrete |
| 641 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 642 | Suspended floors, roofs, landings, balconies and access platform |
| 643 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 644 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 645 | Stairs, (excluding landings) except spiral-staircases |
| 646 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anc hor blocks and the like. |
| 647 | Weather shade, Chajjas, corbels, etc. including edges. |
| 648 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessarymoulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,)including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] : |
| 649 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 650 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 651 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 652 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 653 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 654 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 655 | All works upto plinth level |
| 656 | All works above plinth level upto floor V level |
| 657 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 658 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 659 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"] |
| 660 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing 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 , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] : |
| 661 | All works upto plinth level |
| 662 | All works above plinth level upto floor V level |
| 663 | Providing and fixing in position copper plate as per design for expansion joints. |
| 664 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 665 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer "s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 666 | Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 667 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 668 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 669 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 670 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 671 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 672 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 673 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 674 | Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm diaM.S. bars at every third course of masonry work. |
| 675 | Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in-Charge. [Note: The payment of RCC band and reinforcement shall be made for seper ately]. |
| 676 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels : |
| 677 | Area of slab up to 0.50 sqm |
| 678 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer),of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, inskirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 679 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 680 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters : |
| 681 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 682 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent o r dyed to required colour or shade, with necessary screws etc. complete : |
| 683 | 100 mm |
| 684 | 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 arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 685 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 686 | Providing and fixing ball bearing for rolling shutters. |
| 687 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge. |
| 688 | Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia. double threaded 6.8 Grade (YieldStrength 480 N/sq.mm.), counter sunk head, comprising of 10 m dia. Polyamide PA 6 Grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per the directions of Engineer-in-Charge : |
| 689 | 10x120 mm |
| 690 | Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, b uffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts comple te, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of require d size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note : For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, f asteners etc.] |
| 691 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete : |
| 692 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 693 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 694 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying twocoats of epoxy paint "EPILUX 155" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equivalen t make as permanufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 695 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 696 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 697 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 698 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangularmesh 75 x 25 mm size, weight not less than 7.75Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting withtwo coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. [Note: Angle iron frame shall be paid separately]. |
| 699 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 700 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge : |
| 701 | Made of G.I. wire of dia 4 mm |
| 702 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 703 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 704 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting ofmix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 k g of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 705 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge. |
| 706 | Extra over item of IRONITE NO. 1 flooring for use of IRONITE NO. 3 (Metallic Dry Shade) in lieu of top layer of IRONITE NO.1 |
| 707 | Providing and fixing glass strips (40 mm wide & 4 mm thick) in joints of cement concrete floors. |
| 708 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 709 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 710 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 711 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 712 | 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 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. |
| 713 | Extra for pre finished nosing in treads of steps of Kota Stone slab. |
| 714 | Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and mat ching pigment, etc. complete. |
| 715 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 716 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 717 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183,density 24 kg/cu.m., 50mm thick, wrapped in 200G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. |
| 718 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 719 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 720 | Coupler (110 mm) |
| 721 | Single Push-fit Coupler (110 mm) |
| 722 | Single Tee with door (110x110x110 mm) |
| 723 | Bend- 87.5 Degrees (110 mm) |
| 724 | Shoe - Plain (110 mm) |
| 725 | Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means o f 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 726 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square w ith a height of 8 mm and weighing not less than 100 gms. |
| 727 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728(Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and detailsbefore installation : |
| 728 | Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs]. |
| 729 | Providing, supplying, erecting and fixing in position 3 mm thick polycarbonate sheets of approved texture and colour for roof lighti ng. Sheets to be profiled to match metal sheets described in respective item above. Cost to include jointing, sealing with Butyl adh esives and tapes as per manufacturers specifications and all labour, tools, plants, temporary works, etc. all complete. |
| 730 | Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalum e AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge. |
| 731 | Providing and fixing factory formed rainwater gutters (as per AS-2179) made of the same material used for roofing i.e. 0.45 mm BMT ( Base Metal Thickness) Hi-Tensile Steel with minimum 550 MPa Yield Strength coated with hot dip metallic zinc-aluminium alloy coating"ZINCALUM AZ-150" or equivalent (as per AS:1397), with super polyester Colorbond XRW quality paint coat as per AS/ NZS:2728 (Catego ry-3) of approved colour, having girth as per design complete in all respect with all necessary supporting straps, joining material,bolts, nuts, washers, sealing material, including cutting holes, making drop ends, funnels etc. or as directed by the Engineer-in-C harge. [Note: Measurement shall be done on as laid length]. |
| 732 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanised steel sections (g alvanising @ 120 grams/sq.m. including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length andof size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm 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 second ary cross "T" of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be interlocked at middle of the 1200x 600mm panel to from grid of size 600x600 mm, resting on periphery walls/ partitions on a Perimeter wall angle pre-coated steel of size24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wallscrews @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, inc luding cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever require d. 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 an d 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm, spaced at 1200 mm cen tre to centre along main "T", bottom exposed with 24 mm of all "T" sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by the 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 < 0.043 w/mK.] |
| 733 | CIVIL COMPOSITE WORKS-NON ITC (PART-2) |
| 734 | 12 mm cement plaster of mix : |
| 735 | 1:4 (1 cement : 4 fine sand) |
| 736 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 737 | 1:6 (1 cement : 6 fine sand) |
| 738 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 739 | 1:4 (1 cement : 4 coarse sand) |
| 740 | 1:6 (1 cement : 6 coarse sand) |
| 741 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 742 | 1:4 (1 cement : 4 fine sand) |
| 743 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 744 | 6 mm cement plaster 1:3 (1 cement : 3 fine 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. |
| 745 | Neat cement punning. |
| 746 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 747 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 748 | Water thinnable cement primer |
| 749 | Finishing walls with water proofing cement paint of required shade : |
| 750 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 751 | Finishing walls with textured exterior paint of required shade : |
| 752 | 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 |
| 753 | Applying priming coat : |
| 754 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 755 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). |
| 756 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete : |
| 757 | On steel work |
| 758 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : |
| 759 | Two or more coats on new work |
| 760 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 761 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 762 | Two coats |
| 763 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 764 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 765 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge] |
| 766 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the workarea shall be done prior to dismantling operations] |
| 767 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 768 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 769 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge. |
| 770 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved. |
| 771 | 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 s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 772 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including prepari ng the surface & cleaning with mechanical broom : |
| 773 | With medium setting bitumen emulsion : |
| 774 | On W.B.M/ W.M.M. @ 0.4 Kg/sqm |
| 775 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set sprayin g using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. [No te: This item to be operated only with the prior approval of the Engineer-in-Charge]. |
| 776 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 777 | Cement concrete prepared with batch mixing machine |
| 778 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH"]. |
| 779 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 780 | Using Grade "A" sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"]. |
| 781 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete : |
| 782 | New work (Two or more coats) |
| 783 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 784 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous b inder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to therequired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of the Engineer-in-Charge : |
| 785 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% ( percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 786 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge : |
| 787 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 788 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specifica tion including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfini sher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve thedesired density, complete as per specifications and directions of the Engineer-in-Charge. |
| 789 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks 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 manufacturer"s specifications & directions of the Engineer-in-Charge : |
| 790 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 791 | 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 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 792 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or e quivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Ca t No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bracket s, cutting and making good the walls and floors wherever required : |
| 793 | W.C. pan with ISI marked white solid plastic seat and lid |
| 794 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 795 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 796 | 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, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : |
| 797 | White Vitreous China Wash basin size 550x400 mm (Ref. Make: HINDWARE, Model: Cat No.-10010 or equivalent approved) with a pair of 15mm C.P. brass pillar taps |
| 798 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 799 | Flexible Pipe : |
| 800 | 32 mm diameter |
| 801 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. |
| 802 | Providing and fixing toilet paper holder : |
| 803 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 804 | Providing and fixing soil, waste and vent pipes : |
| 805 | 100 mm diameter : |
| 806 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 807 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 808 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws,etc. |
| 809 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 810 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 811 | 20 mm nominal outer dia pipes |
| 812 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 813 | 15 mm nominal dia pipes |
| 814 | 20 mm nominal dia pipes |
| 815 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 816 | 32 mm nominal dia pipes |
| 817 | 40 mm nominal dia pipes |
| 818 | 50 mm nominal dia pipes |
| 819 | 80 mm nominal dia pipes |
| 820 | 100 mm nominal dia pipes |
| 821 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 822 | 25 mm nominal bore |
| 823 | 50 mm nominal bore |
| 824 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 m ix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5 :10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 825 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 826 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge : |
| 827 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0037 or approved equivelent) |
| 828 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : |
| 829 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 830 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. includingcutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 831 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 832 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. |
| 833 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : |
| 834 | 100 mm diameter |
| 835 | 150 mm diameter |
| 836 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 837 | 100x100 mm size P-type |
| 838 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 839 | 450 mm dia R.C.C. pipes |
| 840 | 600 mm dia R.C.C. pipes |
| 841 | Extra for depth beyond 45 cm of brick masonry chamber : |
| 842 | For 500x700 mm size chamber |
| 843 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design : |
| 844 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 845 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 846 | For 10 Users |
| 847 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. |
| 848 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour,tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 849 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. |
| 850 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement insideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 851 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 852 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 853 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 854 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 855 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 856 | 450 mm diameter piles |
| 857 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] : |
| 858 | Single pile up to 50 tonne Safe Capacity : |
| 859 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 860 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 861 | Single pile above 50 tonne and up to 100 tonne Safe Capacity : |
| 862 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 863 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 864 | Group of two or more piles up to 50 tonne Safe Capacity : |
| 865 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 866 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit "EA" shall mean "PER TEST"] |
| 867 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile : |
| 868 | Up to 50 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"] |
| 869 | Above 50 tonne and up to 100 tonne capacity pile. [Note: Unit "EA" shall mean "PER TEST"] |
| 870 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit "EA" shall mean "PER TEST"] |
| 871 | 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 requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne 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 d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 872 | For fixed portion : |
| 873 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 874 | Polyesterpowdercoatedaluminium (Minimum thickness of polyester powder coating 50 micron) |
| 875 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 876 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 877 | Polyesterpowdercoatedaluminium (Minimum thickness of polyester powder coating 50 micron) |
| 878 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 879 | With float glass panes of 5.50 mm thickness |
| 880 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 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 pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 881 | With stainless steel cover plate minimum 1.25 mm thickness |
| 882 | 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, sealan t (both primary and secondary sealant) etc. as per specifications, drawings and directions of the Engineer-in-Charge complete. |
| 883 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 884 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 885 | Polyester powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 886 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 887 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complet e : |
| 888 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 889 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Eng ineer-in-Charge : |
| 890 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 891 | Polyester powder coated (Minimum thickness 50 micron) Aluminium |
| 892 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 893 | Up to 10 mm depth and 10 mm width |
| 894 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer"s specification and as per directions of the Engineer -in-Charge. |
| 895 | Grading roof for water proofing treatment with : |
| 896 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 897 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge . |
| 898 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 899 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including c ollecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all eq uipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : |
| 900 | All types of soil : |
| 901 | 300 mm diameter |
| 902 | Rocky strata including boulders : |
| 903 | 300 mm diameter |
| 904 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of req uired dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all dep ths, as per directions of the Engineer-in-Charge : |
| 905 | 150 mm nominal size diameter |
| 906 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes wi th ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per d irections of the Engineer-in-Charge : |
| 907 | 150 mm nominal size diameter |
| 908 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, forall leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 909 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 910 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 911 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required gra ding & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge. |
| 912 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without s and content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions of the Engineer-in-Charge. [Note: Unit "H" shall mean "PER HOUR"]. |
| 913 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, remova ble as per requirement, all complete for borewell of : |
| 914 | 150 mm diameter |
| 915 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including ne cessary bolts & nuts of required size complete. : |
| 916 | 150 mm clamp |
| 917 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) : |
| 918 | 100 mm diameter |
| 919 | 150 mm diameter |
| 920 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-i n-Charge : |
| 921 | 450 mm x 450 mm rectangular section radial drain. |
| 922 | Supplying & fixing 300 mm diameter Rising Stem type C.I. sluice gate valves (as per IS:14846) having minimum extended stem of 1.5 m with limit switches to get open and close indication of valves in Control Room including constructing necessary brick masonry chambe r for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cem ent : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4and necessary reinforcement with560 mm diameter C.I. cover and frame (heavy duty) etc. complete as per drawing and directions of the Engineer-in-Charge inclusive o f cost of all labour material & equipment etc. complete. |
| 923 | Supplying and laying black Low Density Polyethylene (LDPE) sheet, 1000 gauge (250 micrometer) thick, as per IS:2508-1984 in tank padfoundation & tank dyke area paving including anchoring the sheet at the periphery of the tank pad/ dyke, heat-sealing the Joints du ring laying of the sheet using a 3-sealer iron, checkingfor bonding in totally complete in all respects as per directions of the E ngineer-in-Charge inclusive of cost of all labour, material, tools, tackles etc. |
| 924 | Supplying and providing in position polysulphide chemical sealant "FAIRSEAL-P" (Make: M/s. FAIRMATE)/ "THIOFLEX 600" (Make: M/s. FOS ROC) or any other equivalent approved brand & manufacture for filling in the expansion joints of RCC dyke inlcuding edge preparation , repair and making it to plumb, application of suitable primer/ bond coat, fixing backup rod (Polyurethane Foam), maksing tape, req uired excavation/ backfilling etc. all complete as per manufacturer"s recommendations and directions of the Engineer-in-Charge. The seal shall be 50mm thick wide and 25mm deep. [Notes: (1) This Item shall be operated under specific instructions of the Engineer-in- Charge. (2) Payment shall be made on the basis of length of sealing]. |
| 925 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 926 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 927 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measuredin stacks will be reduced by 20% for payment]. |
| 928 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment]. |
| 929 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment]. |
| 930 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. |
| 931 | Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidat ion, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. |
| 932 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surp lus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with e arth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imp orted earth, sludge or manure]. |
| 933 | Rough dressing the trenched ground including breaking clods. |
| 934 | Flooding the ground with water including making kiaries and dismantling the same. |
| 935 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 936 | Fine dressing of the ground |
| 937 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. |
| 938 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) floodingwith water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 939 | Holes 1.2 m diameter and 1.2 m deep |
| 940 | Holes 60 cm diameter and 60 cm deep |
| 941 | Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level an d ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning w ith sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Ch arge. |
| 942 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water): |
| 943 | Tree Plant |
| 944 | Shrub Plant |
| 945 | Hedge Plant/ Ground Cover |
| 946 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge. |
| 947 | Design, Fabrication, Transportation, Supply, Installation, Erection and Fixing of Pre-Engineered Steel Buildings/ Sheds (PEB) complete in all respect as per Technical Specifications. [Notes: (1) The scope of work under this item also includes design of foundation for PEB. The payment for construction foundation shall be made as per relevant items of SOR. (2) The quantity indicated herein is tentative and may vary depending upon the approved design of PEB.] |
| 948 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & ther mal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the method ology of application shall strctly as per manufacturer"s specifications and as approved by Engineer-in-Charge. Surface preparation i ncludes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give g uarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge. |
| 949 | Providing and fixing Glass panes of required thickness having 120 minutes of fire resistance both integrity and radiation control (E I 120) and minimum 20 minutes of insulation (EI 20) in Doors & Windows all complete as per instructions of Engineer-in-charge |
| 950 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor fiv e level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 951 | Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarsesand) in foundation and plinth: Cement Mortar 1:4 ( 1 cement : 4 coarse sand) |
| 952 | SUPPLY-T&I |
| 953 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 954 | Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 955 | Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 956 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 957 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. |
| 958 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3 Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 959 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry: 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 960 | FLP/ WP Emergency Shut Down Push Button Switch(with2 nos. cable entry provision of 1/2" NPT) with steel hammer chained with main unit. |
| 961 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 962 | 1 1/4" (5/4") |
| 963 | 1" |
| 964 | 1/2" |
| 965 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 966 | 5/4" |
| 967 | 1" |
| 968 | 1/2" |
| 969 | Supply of Reducers - flame proof and weather proof including EP/WP certificates: |
| 970 | 1" to 1/2" Reducers |
| 971 | 1" to 3/4" Reducers |
| 972 | 3/4" to 1/2" Reducers |
| 973 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of holes for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, carriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 974 | 2 Pair unarmoured Telephone Cable as per specifications |
| 975 | 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 976 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 977 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 978 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. |
| 979 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate. |
| 980 | Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 981 | 8 port Industrial Grade Network Switch with Optical Interfacesas per tender specifications |
| 982 | 24 port Industrial Grade Network Switch with Optical Interfacesas per tender specifications |
| 983 | Power cable3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 984 | 600 VA UPS with battery back-up for LAN switch |
| 985 | 19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detectors in buildings |
| 986 | 2 Pairx 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: EN 50288-7 as per the tender specifications for indoor applications to be laid through PVC/Metaliic conduits. |
| 987 | "12 Fibre Single Mode ArmouredOptical Fibre Cable as per Technical Specifications SAP material code: 9320712494" |
| 988 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 989 | SERVICE-T&I |
| 990 | Installation of Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 991 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable marker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope., k) OTDR Traces of the laid OFC as applicable for respective stations |
| 992 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 993 | COMPOSITE-T&I |
| 994 | Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recomendations of OEM and directions of Engineer in-charge/ Site engineer |
| 995 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters etc. of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor |
| 996 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings |
| 997 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 998 | INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 999 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of thermowell, temperature elements & temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including supply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 1000 | INSTALLATION OF SUB SOIL TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of sub soil temperature elements/temperature transmitter (TT) by as per the directions of engineer in-charge/site engineer and drawings. |
| 1001 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted temperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the directions of engineer in-charge/site engineer and drawings. |
| 1002 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour. |
| 1003 | INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer. |
| 1004 | INSTALLATION OF LEVEL TRANSMITTER: Installation and testing ofLevel Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks/ Crude Oil Tank etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. in-ch arge/ Site Engineer. |
| 1005 | INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawings, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in testing and commissioning of Level Switch(LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. |
| 1006 | DENSITY INDICATOR INSTALLATION - Taking delivery and shifting to site within distance of 500 m, installation and testing of Density Indicator, including fabrication and erection of all installation structure such as mounting stand, canopy etc, termination of cables at both ends after loop testing as per the drawings and directions of site engineer. |
| 1007 | DENSITY METER/VISCOSITY METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erection, installation of Density transducer (DE/DM) complete with by pass scoop, pitot tube, weld neck flanges. Providing assistance to control system vendor/density meter supplier in testing and commissioning of density meter. Installation and erection shall be as per manufacturer"s instructions, drawings and engineer in-charge/site engineer"s instructions. Job shall include termination of cables both at control panel end and density transducer end, welding of weldolet, supply of suitable size non-flame proof cable glands, steel structures or fixtures, leveling, grouting, assembling and fixing all accessories, labelling, tagging using SS plates, glanding, ferruling etc complete in all respect. |
| 1008 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter supplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making structural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends. Mounting the junction boxes as per drawings,manufacturer"s instructions, specification and direction/instruction of engineer in-charge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect. |
| 1009 | INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer.Mounting of junction box if any, supply of non flame proof cable glands forpaneland MCC end.The works includes tagging, labelling, glanding andferruling at both panel and field ends. |
| 1010 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects. |
| 1011 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 1012 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 1013 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. |
| 1014 | INSTRUMENTATION JOBS FOR MOTOR BOOSTER PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected Booster pump unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeders of Booster Pumping Unitsas per the direction of Site Engineer/Engineer in-charge. Job complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts ,providing assistance to control system vendor in commissioning of booster pumping unit and supply of suitable size flame proof cable glands and termination of related cables at field, control panel and MCC panel ends as per scope, mounting of junction boxes, loop testing, cement concrete complete and painting. The work includes labelling, glanding, tagging, ferruling at both the ends. |
| 1015 | INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of local control system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatable size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting of junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work includes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping unit.. |
| 1016 | INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity iscumulative weight of panels. |
| 1017 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner"s go down and shifting to site wherever required. |
| 1018 | DISMATLING OF CONTROL PANEL / MIMIC PANEL/ CONSOLE DESK/UPS/RTU:Dismantling of Control panels / MIMIC panels/UPS/RTU etc, retrieving cards/ modules in good condition and storage as per direction of site engineer/EIC, retrieving cables from control panels in healthy condition, isolating the retreived cables, labelling, of the cables etc so as to complete the job in every respect as per directions of site engineer / EIC |
| 1019 | INSTALLATION OF UV / IR DETECTORS including laying of signalling cables (through conduit/ clamping on wall etc), clamping / fixing of GI conduit inpump shed etc for integration of detectors with existing Fire Alarm panel including all mounting accessories for support etc. as per theapproved scheme to complete the work in all respects inclusive ofsupply of all consumables, cost of all materials, labour, painting services, carriages etc. as per specifications, drawings,International Standard practices and the directions of Site Engineer/EIC. Job includesinstallation of all types of detectors, material etc |
| 1020 | AIR CONDITIONER CASSETTE TYPE - Supply& Installation of 1.8TCassette Type ACs flushed with false ceiling along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete for installation in Control Room, PLC room, UPS room, Battery room & T&I Equipment rooms as per instruction of EIC / Site Engineer |
| 1021 | AIR CONDITIONER SPLIT TYPE - Supply& Installation of Industrial Type AC as per specifications. |
| 1022 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of20 Pair capacity with mounting arrangement as per specifications |
| 1023 | Supply and installation of MDF (Main distribution frame) /Distribution box of50 Pair capacity with mounting arrangement as per specifications |
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