|
| 1 | SCHEDULE - \\"Terminal Bay works\\" |
| 2 | SCHEDULE - \\"Transmission line works\\" |
| 3 | A1: SF-6 CIRCUIT BREAKER :SF-6 Circuit Breaker with rigid bi-metallic terminal connector suitable for DRAKE ACSR with spring - spring/semi-pneumatic/pneumatic type operating mechanism and mounting structure etc., as per technical specification. 220kV, 3150A, 50kA class SF-6 Circuit Breaker. (KPTCL SR-2023-24, S:Pg no-27, Sl.no-3.2, E:Pg no-117, sl.no-13,a and T&C:Pg no-117, Sl no-13, b&c). |
| 4 | Supply |
| 5 | Erection |
| 6 | Testing & Commissioning |
| 7 | A2: ISOLATORS: Isolators and Terminal Connectors, as per Technical Specification including solid core cylindrical post insulators: |
| 8 | 1: 220kV, 1250A, 40kA class Double Break Motor Operated Isolators : |
| 9 | a: Upright mounting type with manually operated Earth switch. (LPH 5750mm) (KPTCL SR-2023-24, S:Pg no-35, Sl.no-9.8, 9.8.1, E:Pg no-119, sl.no-17,A,i and T&C:Pg no-119, Sl no-17,E,i). |
| 10 | Supply |
| 11 | Erection |
| 12 | Testing & Commissioning |
| 13 | c: Upright mounting type without Earth switch. (LPH 8250mm)(KPTCL SR-2023-24, S:Pg no-35, Sl.no-9.8, 9.8.3, E:Pg no-119, sl.no-17,A,i and T&C:Pg no-119, Sl no-17,E,i). |
| 14 | Supply |
| 15 | Erection |
| 16 | Testing & Commissioning |
| 17 | b: Upright mounting type without Earth switch. (LPH 5750mm) (KPTCL SR-2023-24, S:Pg no-35, Sl.no-9.8, 9.8.2, E:Pg no-119, sl.no-17,A,i and T&C:Pg no-119, Sl no-17,E,i). |
| 18 | Supply |
| 19 | Erection |
| 20 | Testing & Commissioning |
| 21 | d: Under hung mounting type without earth switch. (13000mm mounting height) (KPTCL SR-2023-24, S:Pg no-35, Sl.no-9.8, 9.8.4, E:Pg no-119, sl.no-17,A,ii and T&C:Pg no-119, Sl no-17,E,ii). |
| 22 | Supply |
| 23 | Erection |
| 24 | Testing & Commissioning |
| 25 | A3: CURRENT TRANSFORMER: Oil filled Current Transformers with rigid terminal connector suitable for Drake ACSR with marshalling Kiosk |
| 26 | 1: 220KV, 40KA CT of Ratio 800-600-400-300/1-1-1-1A with additional 2 Cores of 800/1A Type-1 For Differential/Distance Protection: PS Class, Knee Point Voltage - 1600V at 800/1A – Rct 5 ohms- 600V at 300/1A – Rct 1.875 ohms For Metering: Accuracy 0.2s, Burden 10VAFor Dedicated metering core: 0.2s accuracy, 5VA Burden.For Bus Bar Protection: PS Class, Knee Point Voltage 1600V at 800/1A – Rct- 5 ohms (KPTCL SR-2023-24, S:Pg no-31, Sl.no-5.2.2, E:Pg no-118, sl.no-14,a and T&C:Pg no-118, Sl no-14,b&c). |
| 27 | Supply |
| 28 | Erection |
| 29 | Testing & Commissioning |
| 30 | A4: Capacitor Voltage Transformers, Single Phase, outdoor type as per Technical Specification : |
| 31 | 1: 220kV CVTs of Ratio 220KV/√3/110V/√3-110V/√3Protection Cores-1 & 3: 150VA Class 3P Metering core - 2: 10VA, Class 0.2 (KPTCL SR-2023-24, S:Pg no-32, Sl.no-6.3, E:Pg no-118, sl.no-14,a and T&C:Pg no-118, Sl no-14,b&d). |
| 32 | Supply |
| 33 | Erection |
| 34 | Testing & Commissioning |
| 35 | A5: SURGE ARRESTORS (Procelain housing) :198KV, 10KA, Class-III, Metal Oxide Type, Gapless type with rigid bimetallic connectors suitable for drake ACSR. Remarks: 198kV Surge arrestors are with Surge monitors & Insulating Base (KPTCL SR-2023-24, S:Pg no-33, Sl.no-8.2, 9.8.3, E:Pg no-119, sl.no-18,) |
| 36 | Supply |
| 37 | Erection |
| 38 | A6: C&R panels compatible to IEC 61850, communication protocol for station automation system in 220kV sub-stations. 220KV SAS compatible Line C&R panel (As per Annexure RPPI-SAS) NOTE : a. The line differential relays provided for Main-1 & Main-2 protection shall act as Backup relays.b. The accuracy class of metering core of CTs, VTs and also trivector meters of control & relay panels shall be class and 0.2 class for CVTs.c. the proposed C&R panel shall be provided with control switches for Breaker and Isolator. The C&R panel shall be provided with Annunciation window. (KPTCL SR-2023-24, S:Pg no-42, Sl.no-16.4.1, E:Pg no-120, sl.no-23,A, and T&C:Pg no-121 Sl no-23,D&E,) |
| 39 | Supply |
| 40 | Erection |
| 41 | Testing & Commissioning |
| 42 | A7: STATION STRUCTURES : |
| 43 | (a) 220KV Side Station Structure: (KPTCL SR-2023-24, S:Pg no-43, Sl.no-18; E:Pg no-116, sl.no-8) |
| 44 | 1: Station Structures Tower -2T1 with peak.(1.578 MT per tower) |
| 45 | Supply |
| 46 | Erection |
| 47 | 2: Station Structure towers -2T2 without peak (1.325 MT per tower) |
| 48 | Supply |
| 49 | Erection |
| 50 | 3: Station Structures Beam -2B1 suitable for fixing underhung isolator (1.695 MT per tower) |
| 51 | Supply |
| 52 | Erection |
| 53 | 4: Station Structure Beam -2B2 without underhung isolator- (1.167 MT per tower) |
| 54 | Supply |
| 55 | Erection |
| 56 | 5: Lighting mast structutre - (2.812MT per tower) |
| 57 | Supply |
| 58 | Erection |
| 59 | A8: MOUNTING STRUCTURES : (KPTCL SR-2023-24, S:Pg no-43, Sl.no-18; E:Pg no-116, sl.no-8) |
| 60 | 1: 220 kV Isolator Live point height 5750 mm (0.937 MT per tower) |
| 61 | Supply |
| 62 | Erection |
| 63 | 2: 220 kV Isolator Live point height 8250 mm (1.438 MT per tower) |
| 64 | Supply |
| 65 | Erection |
| 66 | 3: Current transformer - 220 kV CTs (0.170 MT per tower) |
| 67 | Supply |
| 68 | Erection |
| 69 | 4: CVTs - 220 kV (0.1800 MT per tower) |
| 70 | Supply |
| 71 | Erection |
| 72 | 5: Lightening Arrestors - 198 kV (0.185 MT per tower) |
| 73 | Supply |
| 74 | Erection |
| 75 | 6: Post insulators for Rigid bus 220 kV side (0.144 MT per tower) |
| 76 | Supply |
| 77 | Erection |
| 78 | A9: RIGID BUS WITH TAPS & CLAMPS: |
| 79 | 1: Aluminium Tube conforming to 6340 WP of IS-5082 / 1969 (BS 1600-Sch.40) of 75 mm size- 220 kV side. (KPTCL SR-2023-24. S: pg no-55, sl.no 36.1.1.1). |
| 80 | Supply |
| 81 | Erection |
| 82 | 2: Aluminium Tube conforming to 6340 WP of IS-5082 / 1969 (BS 1600-Sch.40) of 63 mm size for connecting isolator to vertical tap - 220 kV side (KPTCL SR-2023-24. S: pg no-55, sl.no 36.1.1.2). |
| 83 | Supply |
| 84 | Erection |
| 85 | 3: Inverted V taps made of 63mm Al tube (BS-1600) of 2500mm vertical height for vertical portion and cross bus on 220kv side with rounded off end. (KPTCL SR-2023-24. S: pg no-56, sl.no 36.2.2). |
| 86 | Supply |
| 87 | 4: Post insulator clamps suitable for 75 mm Aluminium pipe and post insulator Solid core type |
| 88 | 220 kV Side |
| 89 | a) Rigid Type (KPTCL SR-2023-24. S: pg no-56, sl.no 36.3.2.1). |
| 90 | Supply |
| 91 | b)Expansion Type (KPTCL (KPTCL SR-2023-24. S: pg no-56, sl.no 36.3.2.2). |
| 92 | Supply |
| 93 | 5: Corona Bell suitable for Aluminium pipe of size |
| 94 | a) 75 mm on 220 kV Side (KPTCL SR-2023-24. S: pg no-57, sl.no 36.3.6.3). |
| 95 | Supply |
| 96 | 6: End Cap suitable for Aluminium pipe of size |
| 97 | a) 63 mm on 220 kV Side |
| 98 | Supply |
| 99 | 7: Welding sleeves |
| 100 | Supply |
| 101 | A10: ACSR Conductor |
| 102 | 1: Drake ACSR -220kV Side (KPTCL SR-2023-24. S: pg no-44, sl.no 20.4). |
| 103 | Supply |
| 104 | 2: Earthwire: 7x3.15mm steel with clamps & lugs/50x6mm MS flat |
| 105 | Supply |
| 106 | 3: Formation of main / cross bus with single Drake 220 kV side |
| 107 | Erection |
| 108 | A11: INSULATORS : |
| 109 | I: Disc Insulators String : |
| 110 | A: 11kV,120KN Disc Insulator |
| 111 | 1: 220KV Side -Tension String : String of 16 Units (KPTCL MW SR-2023-24.S: pg no-45, sl.no 21.2.2 & pg no 68,sl.no-47.1.7) |
| 112 | Supply |
| 113 | B: 11kV, 90KN Disc Insulator |
| 114 | 1: 220KV Side -Suspension String : String of 14Units (KPTCL MW SR-2023-24.S: pg no-45, sl.no 21.2.3 & pg no 68,sl.no-47.3.5) |
| 115 | Supply |
| 116 | A12: Post Insulator : 220kV Solid core post insulator porcelain type(KPTCL SR-2023-24. S: pg no-44, sl.no 21.1.2 & E: pg no - 119. sl no - 19). |
| 117 | Supply |
| 118 | Erection |
| 119 | A13: Insulator Hardware & Clamps : |
| 120 | i.: a. Bolted type tension clamp to suit DRAKE ACSR (KPTCL MW SR-2023-24.S: pg no-68, sl.no 47.1.7) |
| 121 | Supply |
| 122 | b. Bolted type suspension clamp to suit DRAKE ACSR (KPTCL MW SR-2023-24.S: pg no-68, sl.no 47.3.5) |
| 123 | Supply |
| 124 | ii: a. C Type Wedge connector suitable for Drake to Drake ACSR. -220kV Side (KPTCL MW SR-2023-24.S: pg no-70, sl.no 47.10.9) |
| 125 | Supply |
| 126 | A14: AC Distribution Box ( outdoor) : |
| 127 | 1: AC Distribution Box Double front (Outdoor type), 24 terminals, 1200 x 1350 x 600mm, 2I/C of 100A, MCCB 20KA + 24 O/G MCB 16A+20/G of 100A, HRC fuse, complete as per technical specification. (KPTCL SR-2023-24 S:Pg no-38, Sl.no 11.1.3 & E pg no-121, sl.no-23,h) |
| 128 | Supply |
| 129 | Erection |
| 130 | A15: Tri Vector Meter with metering cubicle : Metering cubicle to house Main & Check Electronic Tri vector meters along with meters, foundation complete as per KPTCL specification. Note: Two numbers for housing Main &b Check meters for DC lines and one number for housing Summation meter. |
| 131 | Supply |
| 132 | A16: a. PVC Insulated Copper Control Cable with lugs / ferrules(KPTCL SR-2023-14 S: Pg no-40, sl.no-13, & E pg no-120, sl.no-22,b) |
| 133 | 1: 19 Core 2.5 Sq.mm. Copper Control Cables |
| 134 | Supply |
| 135 | Erection |
| 136 | 2: 10 Core 2.5 Sq.mm. Copper Control Cables |
| 137 | Supply |
| 138 | Erection |
| 139 | 3: 4 Core 2.5 Sq.mm. Copper Control Cables |
| 140 | Supply |
| 141 | Erection |
| 142 | 4: 4 Core 6.0 Sq.mm. Copper Control Cables |
| 143 | Supply |
| 144 | Erection |
| 145 | 5: 4 Core 4.0 Sq.mm. Copper Control Cables |
| 146 | Supply |
| 147 | Erection |
| 148 | b. PVC insulated aluminium power cable (AC supply for lighting, SFDB etc.,)70 Sq.mm 4 core, with glands/lugs/ferrules |
| 149 | Supply |
| 150 | Erection |
| 151 | A17: Station and Yard Lighting (Outdoor) |
| 152 | 1: Supply and installation/ Fixing/ Provision o f Outdoortype Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shockproof, IP65 (WeatherProof), rustproof, dustproof, waterproof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Metering suitable baseplate and having a provision for Fuse/ MCBcut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility,Timer,Contactor,2 Way head frame with diecast LM-6 pulleys ,stainless steel axle,Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia,stainless steel wire rope of AISI304 grade7/19-core, Suitable reversible geared motor operating on 230/415V,50Hz,etc., as per techical specification |
| 153 | Supply |
| 154 | 2: PVC Insulated Copper Control Cables : 1.1 KV PVC insulated Copper Control Cable with glands/Lugs/ Ferrules etc as per technical specification. 2C x 6 sqmm |
| 155 | Supply |
| 156 | Erection |
| 157 | 3: Supply of LED Street light luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate materialLED streetlight 350W |
| 158 | Supply |
| 159 | Note:- Providing Fixtures to the Lightning / Lighting Masts. 2 No. of Lightning / Lighting Mast (LM) are proposed for lightning protection and for illumination of the station Yard. The quantity of Lightning/Lighting masts indicated are located such that the entire station yard with equipments is protected against lightning. However, any, additional lighting masts may be provided for sufficient illumination of yard, if necessary. The design and supply of luminaries, Control Gear and all accessories for lighting fixtures is also in the scope of the bidder as per Technical Specification to maintain the required lux levels. The quoted Price shall include supply of all the consumables such as Fixtures, Luminaries, Control gear, Cables, complete. However, separate item for quoting the rates for supply of the Lightning /Lighting Mast is made in the tender schedule. |
| 160 | A18: Earthmat formation: |
| 161 | 1: Supplying, Laying ,welding of M.S.Flats 50 x 6 mm , applying ACB paint to welded portion and covering with sodium bentonite clay as per approved drawing, specification and directions of engineer incharge of work. (KPTCL SR-2023-24, E: pg no-123, sl.no-26, b) |
| 162 | Erection |
| 163 | 2: Providing 25mm dia M.S. Rod 1.05mtr long earthmat spikes including heating, bending top 50mm overlap flattening and making spike edge at one end driving into the earth below the ground level and welding the rod with ground mat flat. (KPTCL SR-2023-24, E: pg no-124, sl.no-26, g) |
| 164 | Erection |
| 165 | 3: Providing CI Pipe of 100mm ID, 13mm thick, 2.75mtr long with 2 part GI flat 50x6mm clamp welded alround the pipe etc., including cost of excavation ( all materials supplied by contrctor) (KPTCL SR-2023-24, E: pg no-115, sl.no-6, c) |
| 166 | Erection |
| 167 | 4: GI flats 50 x 6mm for earth connection from equipments to earthmat(KPTCL SR-2023-24, E: pg no-123, sl.no-26, f) |
| 168 | Erection |
| 169 | 5: Supplying & fixing 450mm dia x 450mm height 1.5\\" to 2\\" Hume pipe collars for earth pits(KPTCL SR-2023-24, E: pg no-124, sl.no-26, i, |
| 170 | Erection |
| 171 | A19: Equipments for SCADA Communication : |
| 172 | 1: Multi Functional Transducer (MFT) |
| 173 | Supply |
| 174 | Erection |
| 175 | 2: Opto Coupler |
| 176 | Supply |
| 177 | Erection |
| 178 | 3: Digital Input card |
| 179 | Supply |
| 180 | 4: Digital Output card |
| 181 | Supply |
| 182 | 5: Cables -Supplying and Laying |
| 183 | a: Current Cables-Copper Core with c/s 4.0 sq.mm Multistrand 4 Core (2 runs) for CT Termination. |
| 184 | Supply |
| 185 | Erection |
| 186 | b: Voltage Cables-Copper Core with c/s 2.5 sq.mm Multistrand 4 Core for PT termination. |
| 187 | Supply |
| 188 | Erection |
| 189 | c: Signal Cables-armoured Copper Core with c/s 0.5 sq.mm Multi strand 10 Core |
| 190 | Supply |
| 191 | Erection |
| 192 | d: Control Cables- Copper Core with c/s 1.5 sq.mm Multi strand 10 Core |
| 193 | Supply |
| 194 | Erection |
| 195 | A20: Mandatory Spares : |
| 196 | C2 1): Circuit Breaker (CB)1) Closing coil with resistor a) for 220 KV CB |
| 197 | Supply |
| 198 | 2: 2) Tripping coil with resistora) for 220 KV CB |
| 199 | Supply |
| 200 | 3: 3) Terminal Pada) for 220 KV CB |
| 201 | Supply |
| 202 | 4: 4) Terminal Connectora) for 220 KV CB |
| 203 | Supply |
| 204 | C3: Isolator |
| 205 | 1: Copper contact finger male & for female |
| 206 | a: For 220 KV |
| 207 | Supply |
| 208 | 2: Terminal Connector |
| 209 | a: for 220 KV |
| 210 | Supply |
| 211 | 3: Terminal Pad |
| 212 | a: for 220 KV |
| 213 | Supply |
| 214 | A20: MISCELLANEOUS ITEMS : |
| 215 | 1: Rubber mats 1000 mm x 2000 mm x 12 mm size suitable for 1.1 kV class. |
| 216 | Supply |
| 217 | 2: Equipment name plates and earthing name plates includng fixing at outdoor yard |
| 218 | Supply |
| 219 | A21: Dismantling of existing Lighting mast structure complete.(2.8119 tonne/structure) |
| 220 | Erection |
| 221 | B2: Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m For earthmat excavation |
| 222 | Erection |
| 223 | B3: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m |
| 224 | Erection |
| 225 | B4: Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates |
| 226 | Erection |
| 227 | B5: Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, form work, centering & scaffolding and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - For foundation (Raft of Columns, Retaining Walls, Cable Ducts, Sump Tank, culvert, drain, equipment foundation) (3% cosidered for Form work) |
| 228 | Erection |
| 229 | B6: Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing, form work, centering & scaffolding and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof slab (50% considered for Form work) GF |
| 230 | Erection |
| 231 | B7: Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, form work, centering & scaffolding and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- For Retaining wall alround below CR building plinth beam bottom and cable ducts, RCC drains, Fencing poles, Culverts Plinth beam (10% considered for Form work) |
| 232 | Erection |
| 233 | B8: Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, form work, centering & scaffolding and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20mm nominal size graded crushed coarse aggregate-For RCC drains, cable ducts (35% considered for Form work) |
| 234 | Erection |
| 235 | B9: Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures |
| 236 | Erection |
| 237 | B10: Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
| 238 | Erection |
| 239 | B11: Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (For coping, sills and floor bed, screed concrete) |
| 240 | Erection |
| 241 | B12: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 242 | Erection |
| 243 | B13: Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications |
| 244 | Erection |
| 245 | B14: Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications |
| 246 | Erection |
| 247 | B15: Providing 18 mm cement plaster of mix :1:5 (1 cement: 5 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 248 | Erection |
| 249 | B16: Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc excluding the cost of CI frame and cover. |
| 250 | Erection |
| 251 | B17: Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. |
| 252 | Erection |
| 253 | B18: Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Medium Duty |
| 254 | Erection |
| 255 | B19: Jelly Spreading (20-25 mm) : Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer in-charge of works as per the standard procedure. |
| 256 | Erection |
| 257 | B20: Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. |
| 258 | Erection |
| 259 | B21: Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm |
| 260 | Erection |
| 261 | B22: Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 262 | Erection |
| 263 | B23: Grounding of equipment with 50 x 6 mm G.I. Flat and connecting equipment to the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the earthmat/ground pit/point of earth connection, all the materials supplied by the contractor. 50 x50 x 6 mm |
| 264 | Erection |
| 265 | B24: Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 |
| 266 | Erection |
| 267 | B25: Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc.complete. 10 Kg/m2: 160mm |
| 268 | Erection |
| 269 | B26: 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 at1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 25mm nominal dia Pipes |
| 270 | Erection |
| 271 | B27: Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. |
| 272 | Erection |
| 273 | B28: Providing and fixing brass bib cock of approved quality |
| 274 | Erection |
| 275 | B29: Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 276 | Erection |
| 277 | B30: Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 278 | Erection |
| 279 | B31: Dismantling and stacking to the appropriate disposal area as per direction of Engineer-in-charge, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: R.C.C. |
| 280 | Erection |
| 281 | B32: Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material to the appropriate disposal area as per direction of Engineer-in-charge. |
| 282 | Erection |
| 283 | Miscellaneous other unforseen materials and rounding off |
| 284 | B1: Survey |
| 285 | Detailed Survey: Detailed survey along the approved route alignment by using Modern Survey equipment like DGPS/Total Stations/ Digital Theodolites/GPS including profiling, tower spotting and optimization of locations by using computer aided techniques as detailed in the scope of work using PLS-CADD software in all types of terrains (KPTCL SR 2023-24 Item Sl. No. 2 of Part IV may be followed) |
| 286 | Erection |
| 287 | 1: Check survey to be conducted during construction stage: Conducting detailed check survey along the approved route duly following the route alignment, GPS Co-ordinates, submission of detailed line schedule, tower schedule, land schedule and comparing the same with respect to detailed survey report, bringing out the differences if any. Submission of contour maps for undulated/hilly tower. The work also includes marking corridor width in the field and computing the quantum of benching and revetment, preparation of detailed land schedule along the corridor on the digitized Revenue village maps indicating the Sy. Nos. falling within the corridor for the purpose of estimation of the land compensation, submission of detailed consolidated hard copy of reports of check survey in 6 sets along with soft copy for approval in all types of terrain per km. Note: Minimum 1km length shall be considered for payment. |
| 288 | Erection |
| 289 | Preparation of Revenue Survey sketch of the land along the line corridor for the purpose of computing compensation for corridor land and tower foot area land through licensed Gok approved surveyors and submission of survey sketch, extent of land falling in the line corridor, name of the land owner and RTC in the form of a schedule with due certification from Revenue authorities for the purpose of making payment of land compensation. |
| 290 | Erection |
| 291 | 2: Conducting drone survey of Transmission lines for collection of data along with Aerial inspection of EHV line corridor using LIDAR method for measurements of vertical,horizontal and ground clearnace of the LT/HT/EHV/P&T lines, major roads/railway/river crossing/buildings, vegetations, etc., which is found to cross or running in parallel with the KPTCL exisiting EHV lines and sag measurements and other works |
| 292 | Erection |
| 293 | B2: Tower 220 kV TypeM/s. L&T Gadag-Bagalakote Design |
| 294 | I: DC 'A Type |
| 295 | 1: A - Normal (4.071 MT per tower) |
| 296 | 2: A - 3 Mtr Extension (4.715 MT per tower) |
| 297 | II: DC 'B Type |
| 298 | 1: B - Normal (5.891 MT per tower) |
| 299 | 2: B-3 Mtr Extension (6.925 MT per tower) |
| 300 | II: DC 'C Type |
| 301 | 1: C - Normal (6.511 MT per tower) |
| 302 | IV: DC 'D Type |
| 303 | 1: D - Normal (7.336 MT per tower) |
| 304 | 2: D+3Mtr Extension (8.744 MT Per tower) |
| 305 | 3: D+12 Mtr Extension ( 12.540 MT Per tower) |
| 306 | 4: D+15 Mtr Extension ( 13.573 MT Per tower) |
| 307 | 5: D+18 Mtr Extension (14.940 MT Per tower) |
| 308 | 6: D+18 Mtr Extension- 9 cross arm tower (16.393 MT Per tower) |
| 309 | V: Total weight |
| 310 | Total Weight of the Towers (Mild Steel) - MS |
| 311 | Supply |
| 312 | Erection |
| 313 | Total Weight of the Towers (High Tensile Steel) - HT |
| 314 | Supply |
| 315 | Erection |
| 316 | VII: Setting up of stub templates and aligning, dismantling & transportation of templates from one location to another location for 220kV. |
| 317 | Erection |
| 318 | VIII: Supply of galvanised nuts & bolts. |
| 319 | Supply |
| 320 | Erection |
| 321 | B3: Tower Accessories: |
| 322 | 1: Supplying and fixing GI angle 45x45x5mm (1Mtr length) with cleats, bolts nuts as per specification and fixing above 0.5 mts length each at inner and outer surface of tower to facilitate running of barbed wire. |
| 323 | Supply |
| 324 | 2: Supplying and fixing Barbed wire as per specification |
| 325 | Erection |
| 326 | 3: Number Plates |
| 327 | Supply |
| 328 | Erection |
| 329 | 4: Danger Board |
| 330 | Supply |
| 331 | Erection |
| 332 | 5: Circuit plate |
| 333 | Supply |
| 334 | Erection |
| 335 | 6: Phase plate (Set of 6 per tower) |
| 336 | Supply |
| 337 | Erection |
| 338 | 7: Grounding of towers : Grounding of towers including cost of 40mm dia 2.5mm thick, class 'C' GI GI Pipe of 3mtr length as per specification, with 50x6mm GI falts 3Mtr long, salt, charcoal including excavation charges. |
| 339 | Supply |
| 340 | Erection |
| 341 | B4: ACSR Conductor (With 1.5% sag) |
| 342 | 1: Drake ACSR |
| 343 | Supply |
| 344 | Erection |
| 345 | B5: Insulator strings & hardawre: |
| 346 | 1: Single Tension string of 16units(120KN) each along with hard ware for Drake ACSR and arcing horns. |
| 347 | Supply |
| 348 | 2: Double Tension string of 16units(120KN) each along with hard ware for Drake ACSR and arcing horns. |
| 349 | Supply |
| 350 | 3: Single Suspension string of 14units(120KN) each along with hard ware for Drake ACSR and arcing horns. |
| 351 | Supply |
| 352 | 4: Double Suspension string of 14units(120KN) each along with hard ware for Drake ACSR and arcing horns. |
| 353 | Supply |
| 354 | B6: Accessories for DRAKE ACSR Conductor: |
| 355 | 1: M S C Joints suitable for Drake ACSR |
| 356 | Supply |
| 357 | 2: Repair sleeves suitable for Drake ACSR |
| 358 | Supply |
| 359 | 3: P G Clamps suitable for Drake ACSR |
| 360 | Supply |
| 361 | 4: Vibration dampers for Drake ACSR |
| 362 | Supply |
| 363 | 5: Pre-formed Armour rods |
| 364 | Supply |
| 365 | B7-A: OPGW & Accessories |
| 366 | 1: 48 Fiber (DWSM) OPGW for 220kV line. |
| 367 | Supply |
| 368 | Erection |
| 369 | 2: Suspension Clamp assembly for 48Fibre OPGW |
| 370 | Supply |
| 371 | 3: Tension Assembly for Dead end for 48 Fibre OPGW |
| 372 | Supply |
| 373 | 4: Vibration Dampers for 48 Fibre OPGW |
| 374 | Supply |
| 375 | Erection |
| 376 | 5: Down Lead Clamp assembly for the fibre OPGW |
| 377 | Supply |
| 378 | 6: Joint Boxes for 48 Fibre OPGW |
| 379 | Supply |
| 380 | Erection |
| 381 | B: FODP |
| 382 | 1: FODP 48F: Indoor type consisting of 2 nos. of rack mounted LIU (to be housed in FODP) with 24 ports each with FCPC coupling and pigtails. |
| 383 | Supply |
| 384 | Erection |
| 385 | C: Fibre Optic Approach Cable: |
| 386 | 1: 48 Fibre(DWSM)-Including installation hardware set for 48 fibre approach cable |
| 387 | Supply |
| 388 | Erection |
| 389 | B8: Tack welding of Bolts and Nuts (No of tower x 250) |
| 390 | Erection |
| 391 | Supply, erection, testing and commissioning of Special Energy Meter of 0.2s Class accuracy with ABT, complete feature including software, hardware, meter cubical etc. as per the latest specification / grid code/ metering regulations / amendments to regulations of concerned Transmission /Regulatory Authority. |
| 392 | Supply |
| 393 | Erection |
| 394 | C1: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m- |
| 395 | Erection |
| 396 | C2: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth.-Dry fissured/Ordinary rock upto 1.5m |
| 397 | Erection |
| 398 | C3: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m but not exceeding 3 m depth -Dry fissured/Ordinary rock upto 1.5 to 3.0m |
| 399 | Erection |
| 400 | C4: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils upto 3.0 m depth with 5% with de-watering is assessed as per site condition (WBC/PS/FS) |
| 401 | Erection |
| 402 | C5: Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (V.1, I.No.2.1.4, P.No.15)-Concreting and curing 1 : 3 : 6 (M10) |
| 403 | Erection |
| 404 | C6: Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, form work, centering & scaffolding and all the other appurtenances required to complete the work as per technical specifications (V1/Pg15/2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For foundation - Concreting and curing 1:1.5:3 (M20) |
| 405 | Erection |
| 406 | C7: Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures -Steel reinforcement (including material and labour) |
| 407 | Erection |
| 408 | C8: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -Back Filling |
| 409 | Erection Please Enable Macros to View BoQ information |
