Tender For Design, Supply, Installation, Testing And Commissioning Of 66/11Kv, 3X5mva Sub-Station With Lilo Arrangement At Chakung, Soreng Sikkim
Tender Value
30.54 Crore
Estimated cost
Bid Submission
25 Sep 2023
0 days left
EMD
76.35 Lakhs
Bank guarantee accepted
Document Fee
2 Lakhs
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
soreng → Sikkim
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Design, Supply, Installation, Testing And Commissioning Of 66 / 11Kv, 3X5mva Sub-Station With Lilo Arrangement At Chakung, Soreng Sikkim
BOQ
| Sl. No. | Item Description |
| 1 | ELECTRICAL WORKS |
| 2 | NEW 3 X 5 MVA 66/11 KV POWER TRANSFORMER |
| 3 | ELECTRICAL PORTION: |
| 4 | 5 MVA, 66/11KV 3Phase Star/Delta with on load tap changer oil filled transformer with accessories for protection and indication with first filling of oil complete with neutral C.T and other standard fittings (Kirloskar) |
| 5 | 72.5 KV ,3150 A, 31.5 KVA SF6 breakers complete with operating mechanism, including first filling of SF6gas complete with supporting structures, accessories, filling kit and terminal connectors. A set of 3 Nos |
| 6 | 52 Kg Gas cylinder |
| 7 | 72.5 kV Current Transformers5 core (1 phase) 1200 -600-300-150/1-1-1-1-1 A, 5 core 0.2 class ,31.5 kA with 120% extended current rating with marshalling boxes, terminal connectors etc. |
| 8 | 66 KV/v3,110/v3 volt, single phase voltage transformer of accuracy class 0.5 and burden of 200 VA with first filling of oil and complete with terminal connectors. A set of 3 Nos |
| 9 | 3phase 1250 A, 31.5 kA with one earth switch (Double break Isolator with motor/manual operated) |
| 10 | 60 KV lighting arrestors complete with insulating phase, surge counters, terminal connectors complete as required. |
| 11 | 132KV and 66KV line (with A/R) with numerical distance protection relays and earth fault / over current relays complying to IEC 61850 Protocol with optical fibber ports sufficient DI/DO for scheme with additional 6 DI/DO for spare. All indicating meters/ multifunction meters shall be communicable type with 0.5 class accuracy. |
| 12 | 132/66/11 KV Transformer (without A/R) with numerical differential protection relays and earth fault / over current relays complying to IEC 61850 Protocol with optical fibber ports sufficient DI/DO for scheme withadditional 6 DI/DO for spare. |
| 13 | Transformer ( CB relay Panel without A/R ) |
| 14 | 66 KV Simplex type control and relay panel for line with static 3 O/C + E/F trip circuit supervision(ABB make REJ601 ), master trip, distance protection relay(MICOM P442) digital recording and indicating instrument alarm, TTB AC/DC failure indication, panel illumination etc. suitable for line feeder. |
| 15 | Battery bank sealed and maintenance free lead acid battery of 200AH 55Nos 2volts each with terminal voltage of 110V Conforming to IS:1652 |
| 16 | Battery charger set having facility for both trickle and boost charging complete with necessary protection and other instruments 110V |
| 17 | 415V ACDB totally enclosed metal clad type complete with copper bus bar, cable socket, 400A MCCB for incoming andrequired MCB of 32ADP, 64A FPfor outgoingto 66KV & 11KV CR panel incontrol room. |
| 18 | 110V DCDB totally enclosed metal clad type complete with copper bus bar, cable socket,200A MCCB for incoming and required MCB of 32ADP, 64A FPfor outgoingto 66KV & 11KV CR panel incontrol room. |
| 19 | COPPER CONTROL CABLES: ARMOURED CONFORMING TO IS : 7098 PART-1 |
| 20 | 10 Core x 1.5 sq.mm |
| 21 | 12 Core x 1.5 sq.mm. |
| 22 | 2 Core x 2.5 sq.mm |
| 23 | 4 Core x 2.5 sq.mm |
| 24 | 8 Core x 2.5 sq.mm |
| 25 | 12 Core x 2.5 sq.mm |
| 26 | 4 Core x 6 sq.mm |
| 27 | 11 KV, 800 Amp indoor VCB Panels with indoor horizontal isolation, horizontal draw outs complete with vacuum interrupters, motor / manual operated spring charger mechanism, trip closing coils,NO+NC auxiliary contacts, anti pumping devices, mechanical counters and mechanical spring position indicator complete with provision of parts, sub elements, CTs + PTs and all accessories : |
| 28 | Incomer |
| 29 | Out going |
| 30 | Bus coupler |
| 31 | 6.35 KV ( Uo) / 11 KV(U) XPLE INSULATED ARMOURED CABLE WITH ALUMINIUM CONDUCTOR CONFORMING TO IS:7098 PART-2. (1x300 sqmm). |
| 32 | 11/11 KV ( UE) XPLE INSULATED ARMOURED CABLE WITH ALUMINIUM CONDUCTOR CONFIRMING TO IS: 7098/11/85. |
| 33 | 3 x 95 sqmm |
| 34 | 3 x 120 sqmm |
| 35 | 3 x 150 sqmm |
| 36 | 3 x 240 sqmm |
| 37 | 3 x 300 sqmm |
| 38 | HEAT SHRINKABLE STRAIGHT THROUGH JOINTING KIT FOR 11KV (E) 3 CORE XLPE (KIT NO. EPKJ 3115-3118) RAYCHEM MAKE OR EQUIVALENT: |
| 39 | 3 C X 300 - 400 SQMM |
| 40 | 3 C X 240 SQMM |
| 41 | 3 C X 120-185 SQMM |
| 42 | 3 C X 95 SQMM |
| 43 | 1C X 300 sqmm |
| 44 | HEAT SHRINKABLE OUTDOOR TYPE END TERMINATION KIT FOR 6.6 KV(UE)/11 KV (E) 3 CORE XLPE (KIT NO.EOKT 3332-3382) RAYCHEM MAKE OR EQUIVALENT: |
| 45 | 3 C X 300 sqmm EPKT 3372 |
| 46 | 3 C X 240 sqmm EPKT 3372 |
| 47 | 3 C X 150 sqmm EPKT 3362 |
| 48 | 3 C X 120 sqmm EPKT 3362 |
| 49 | 3 C X 95 sqmm EPKT 3352 |
| 50 | 1C X 300 sqmm |
| 51 | 66KV HARDWARE ERECTION |
| 52 | Line bay |
| 53 | Transformer bay |
| 54 | Bus arrangement for switchyard |
| 55 | 132 kV Solid Core, Bus post Insulators for erection hardware |
| 56 | Set of 66 KV tension insulators string comprising of 7 nos B/S type disc insulator having minimum breaking strength 70 KN including necessary hardware and fittings. |
| 57 | Post top insulators for busbar equipment. |
| 58 | L.A. pad |
| 59 | PORTABLE FIRE EXTINGUISHERS conforming to IS 2190: 1992 |
| 60 | 4.5 Kg DCP Type |
| 61 | 4.5 Kg CO2 Type |
| 62 | 22.5 Kg CO2 type |
| 63 | 12 Fire buckets with stand |
| 64 | Smoke detection system with all accessories and fittings |
| 65 | MATERIALS FOR EARTHING MAT WITH ALL MATERIALS AND ACCESSORIES AS WELL AS SPIKES AS PER REQUIREMENT OF DESIGN AS PER IEEE STANDARDS FOR COMPLETE EARTHING OF GRID SUB-STATION WITH THE FOLLOWINGS conforming to -IS : 3043 - 1987 |
| 66 | 40 mm MS rod for main earth mat |
| 67 | 75x12 mm G.I Flats for risers for equipments, columns and structures |
| 68 | 50x6 mm G.I flats for risers for all other equipments etc. |
| 69 | Materials for Earthling pits with supply of all earthling materials including base plate. |
| 70 | SWITCHYARD ERRECTION |
| 71 | Structures shall include base plate, base plate, base deals, V bolts, fixing arrangement for insulators string foundation bolts with bolts & back nuts, nuts & boltsincluding counter shunk bolts, washers , spacers, gusset platter, stay bolts with standard nuts & stub template and all other accessoriesto complete the structure. |
| 72 | Columns. |
| 73 | Beams. |
| 74 | OVERHEAD SHIELDING |
| 75 | Overhead shielding against lightning by galvanized steel wires and fittings as per requirement and design (excluding lighting cum lightning mast) |
| 76 | GI Earth wire conforming to -IS : 3043 - 1987 |
| 77 | Earth Pit (Treated ) Conforming to -IS : 3043 - 1987 |
| 78 | Overhead Shielding wire of size 7/3.15 mm of 100 Kg.F/M (600*0.429) |
| 79 | Earthling lugs for overhead shielding wire |
| 80 | Earthling Clamps for overhead shielding wire |
| 81 | Earthling strain clamps for overhead shielding wire |
| 82 | Panther to 2IPS tube to \"L\" type connector |
| 83 | 2\"\"IPS tube to P.T pad |
| 84 | 2\"\"IPS tube to B.P.I. connector |
| 85 | Panther to Panther B.P.I. connector |
| 86 | 2\"\"IPS tube to straight connector to B.P.I. pad |
| 87 | 2\"\"IPS tube to isolator connector |
| 88 | 2\"\"IPS tube to C.T. connector |
| 89 | 2\"\"IPS tube to SF6 connector |
| 90 | SUPPORTING STRUCTURE FOR 66KV EQUIPMENT. |
| 91 | 3-phase Isolator, Lattice structure with fasteners etc.(HT) |
| 92 | Single Phase Current Transformer, Lattice structure with fasteners etc.(HT) |
| 93 | Single Phase Voltage Transformer, Lattice structure with fasteners etc.(HT) |
| 94 | Lightning Arrestor, Lattice structure with fasteners etc.(HT) |
| 95 | Post Insulator, Lattice structure with fasteners etc.(HT) |
| 96 | ACSR PANTHER CONDUCTOR BUS BAR |
| 97 | HARDWARE FITTINGS FOR ACSR PANTHER CONDUCTOR conforming to IS-2486 |
| 98 | Single Suspension \"I\" Fittings |
| 99 | Single Suspension Pilot Fittings |
| 100 | Double Suspension Fittings |
| 101 | Single Tension Fittings |
| 102 | Double Tension Fittings |
| 103 | 315 KVA, 11 KV/433V, 3 Phase station, copper wound distribution transformer complete in all respect including first filling of oil and other required accessories as per IS |
| 104 | L.T distribution switch board with copper bus bar, out-door type Kiosk, having electrolytic annealed copper bus bar 50x12mm for phase & 50x6mm for neutral circuits mounted on glazed porcelain or Bakelite base & fitted with voltmeter, ammeter, selector switches for ammeter & voltmeter, electronic KWH meter, indicating lamps cabin light, fabricated with 12 gauge M.S plain sheet, painted with anti- rust primer & two coats of Epoxy paint of shade 631 as per IS: 8623-1, front opening doors with gasket & locking arrangement complete with following incoming & outgoing controls: INCOMING:1 No. 630 A, 4P,50KA, MDO ACB. OUTGOING: 3 Nos. 200A TP MCCB, 50 KA & 1 No. 63A TP MCCB, 35 KA all with built in Thermo Magnetic Release. |
| 105 | 1.1 KV PVC / XLPE INSULATED HEAVY DUTY POWER CABLES FOR WORKING VOLTAGE UPTO & INCLUDING 660/1100 VOLTS CONE ALUMINIUM CONDUCTORS ARMOURED: |
| 106 | 3.5 Core x 35 sqmm |
| 107 | 3.5 Core x 70 sqmm |
| 108 | 3.5 Core x 95 sqmm |
| 109 | 3.5 Core x 120 sqmm |
| 110 | 3.5 Core x 240 sqmm |
| 111 | 3.5 Core x 300 sqmm |
| 112 | L.T 1.1 KV INDOOR / OUTDOOR END TERMINATION KIT FOR PVC/ XLPE CABLES 2,3 &1/2 CORE (DENSION): |
| 113 | 3x50 & 3.5x35sqmm |
| 114 | 3.5 x 70 sqmm |
| 115 | 3.5 x 95 sqmm |
| 116 | 3.5 x 120 sqmm |
| 117 | 3.5 x 240 sqmm |
| 118 | 3.5 x 300 sqmm |
| 119 | Rigid U PVC pipe as per IS 4985-2000 working pressure 6 kgf/cm2 (Finolex) |
| 120 | 90 mm dia |
| 121 | 110 mm dia |
| 122 | 140 mm dia |
| 123 | FLEXIBLE SUPER PVC GREEN PIPE 3.5KG/CM2 |
| 124 | 3\" dia |
| 125 | 4\"dia |
| 126 | PIPE ACCESSORIES |
| 127 | PVC Bends 80 /90 mm dia |
| 128 | PVC Bends 110 mm dia |
| 129 | PVC Bends 140 mm dia |
| 130 | HUME PIPE |
| 131 | RCC Hume Pipe 2000 mm long 150 mm dia with collars as required. |
| 132 | RCC Hume Pipe 2000 mm long 200 mm dia with collars as required. |
| 133 | 8.5 Mtr long Steel tubular Swaged pole ( 410 - SP - 21 |
| 134 | 9 Mtrs. Long 410-SP-30 swaged type steel tubular pole with CI base plate & cap, double part ( Nuts & bolts type) working load 172 Kgs |
| 135 | LED Street light 45 Watt |
| 136 | LED Street light 90 Watt |
| 137 | LED Flood Light 100 watt |
| 138 | Main Feeder Panel: Cubicle design totally enclosed and water proof outdoor type floor mounted suitable for use in 440 V,400A main feeder pillar. Incomer : 1 No 400 A, MCCB, 50KA. Outgoing: 2 Nos. 200 A TPN MCCB & 4 Nos. 32 A TPN, MCB for individual service connections. |
| 139 | Sub-Main Feeder Panel: Cubicle design totally enclose.& water proof outdoor type floor mounted suitable for use in 440V 200 A as a sub-main feeder pillar: Incomer: 1 No. 200 A, TPN MCCB. Outgoing: 3 Nos. 63 A TPN MCCB & 4 Nos. 32 A MCCB for individual service connections &8 Nos16 TPN for individual service connection. |
| 140 | 1.1 KV PVC / XLPE INSULATED HEAVY DUTY POWER CABLES FOR WORKING VOLTAGE UPTO & INCLUDING 660/1100 VOLTS ALUMINIUM CONDUCTORS ARMOURED |
| 141 | 2 Core x 10 sqmm |
| 142 | 3 Core x 16 sqmm |
| 143 | Polycarbonate junction box with bus bar arrangement and 6 Amp MCB (Street lights) |
| 144 | Miniature Circuit breakers (MCB) Single pole 240V6 - 32 Amps 10KA |
| 145 | 1.5 sqmm. ISI markedFRLSH PVCinsulated Single coreindustrial multistrand copper conductorvoltage grade up to 1100 V. |
| 146 | 2.5 sqmm. ISI markedFRLSH PVCinsulated Single coreindustrial multistrand copper conductorvoltage grade up to 1100 V. |
| 147 | Painting of swaged poles:1 ltr./pole red oxide. |
| 148 | Painting of swaged poles:1 ltr./Aluminium paint. |
| 149 | SAFE EARTHING MODEL T-39 SHORT CURRENT 50KA RMS FOR 1 SEC(EHV) APPLICATION CONFORMING TO IS: 3043. 80 mm diameter x 3 Mtrs. Electrode (Copper Bonded) & two bags backfill chemical compound. |
| 150 | ALUMINIUM THIMBLES SHORT BARREL CONFORMING TO IS:8309 |
| 151 | Aluminium thimble ring25sqmm |
| 152 | Aluminium thimble ring 35sqmm |
| 153 | Aluminium thimble ring 50sqmm |
| 154 | Aluminium thimble ring 70sqmm |
| 155 | Aluminium thimble ring 95sqmm |
| 156 | Aluminium thimble ring 120sqmm |
| 157 | Aluminium thimblering150sqmm |
| 158 | Aluminium thimblering 185sqmm |
| 159 | Aluminium thimblering 240sqmm |
| 160 | Aluminium thimblering 300sqmm |
| 161 | Aluminium thimblering 400sqmm |
| 162 | Electrically insulated 11KV mats in front of electrical control panel 1m x2.5mx8mm one side checkered finished |
| 163 | D.G. Set 62.5KVA |
| 164 | D.G. Set250KVA |
| 165 | 12 mtrs long Mast Lightwith 6 wayLED flood light including automatic control panel, complete set. |
| 166 | AUTOMATIC TRANSFER SWITCH (ATS) CONFORMING TO IEC: 60947-6 |
| 167 | 400A Automatic transfer switchframe-3 withenclose all complete. |
| 168 | On load Changeover SwitchesFourpole(Side Handle) in sheet enclosure100 amps / 415 V |
| 169 | Off load Changeover Switches (Side Handle) in sheet enclosure Four pole 400 amps415 V |
| 170 | Hydraulic sky lift with Z boom ,360\" rotationhorizontal /verticalreach 11mtr mounted on4wh vehicle. |
| 171 | Placement of feeder 1.5 mx1mx0.2m in 1:3:6 cc plum pillar. |
| 172 | Concreting of 8.5 Mtrs. Lattice Structure / Swaged Steel Tubular Pole in 1:4:8 cc in 0.9x0.9x1.50 mtrs Pit, Construction of parapet 0.35 x 0.47x0.153 mtrs. In 1:3:6 cc i/c 12mm cement plaster of parapet in 1:4 Mix. |
| 173 | Placement of L.T Distribution Board on parapet of size 2x0.61x0.35x0.61 mtrs. In 1:3:6 cc Mix including 12mm thick cement plaster in 1:4 Mix. |
| 174 | CIVIL PORTION |
| 175 | Earth work excavation to provide foundation in mixed soil I/c throwing of spoils within 1.5m lift and 30m lead from work site. |
| 176 | 5 MVA transformer - 3 Nos. |
| 177 | Supporting structures - 15 Nos. |
| 178 | Gantry Towers - 3 Nos |
| 179 | Cable tranch. |
| 180 | Cable Tranch (1mx1m internal dimension withRCC Caping) |
| 181 | Cable Tranch (1mx.6m internal dimension withRCC Caping) |
| 182 | Providing and laying hand packed stone soling with clean hard selected stones all complete. |
| 183 | 5MVA transformer - 3Nos. |
| 184 | Supporting structures - 15 Nos. |
| 185 | Gantry Towers - 3 Nos |
| 186 | Cable tranch. |
| 187 | Cable Tranch (1mx1m internal dimension withRCC Caping) |
| 188 | Cable Tranch (1mx.6m internal dimension withRCC Caping) |
| 189 | Providing and laying cement concrete M-10 grade(1:3:6 mix) i/c centring, shuttering, curing etc., all complete. |
| 190 | 5 MVA transformer - 3Nos. |
| 191 | Supporting structures - 15 Nos. |
| 192 | Gantry Towers - 3 Nos |
| 193 | Cable tranch. |
| 194 | Cable Tranch(1mx1m internal dimension withRCC Caping) |
| 195 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 196 | Providing and laying Reinforced cement concrete in M – 20 grade(1:2:4 mix) in all RCC worksi/c centring, shuttering, curing etc., all complete. |
| 197 | 5 MVA transformer - 3Nos. |
| 198 | Supporting structures - 15 Nos. |
| 199 | Gantry Towers - 3 Nos |
| 200 | Cable tranch. |
| 201 | Cable Tranch (1mx1m internal dimension withRCC tranchCaping) |
| 202 | Tranch Floor. |
| 203 | Two side (Left/Right) walls of tranch. |
| 204 | Tranch cap. |
| 205 | Cable Tranch (1mx.6m internal dimension withRCC Caping) |
| 206 | Tranch Floor. |
| 207 | Two side(Left/Right) walls of tranch. |
| 208 | Tranch cap. |
| 209 | Providing Fitting /fixing and Removing of Frame work etc. Allcomplete. |
| 210 | 5 MVA transformer - 3 Nos. |
| 211 | Supporting structures - 15 Nos. |
| 212 | 15 x 4m x 1.5m x 3.22m= |
| 213 | 15 x 2m x 0.76 m x 3.22m= |
| 214 | Gantry Towers - 3 Nos |
| 215 | Cable tranch. |
| 216 | Cable Tranch (1mx1m internal dimension withRCC tranchCaping) |
| 217 | Two side (Left/Right) walls of tranch. |
| 218 | Tranch cap. |
| 219 | 80m x1.4m = |
| 220 | 2x80m x1.4m = |
| 221 | Cable Tranch (1mx.6m internal dimension withRCC Caping) |
| 222 | Two side (Left/Right) walls of tranch. |
| 223 | Tranch cap. |
| 224 | 50m x1m = |
| 225 | 2x50m x1m = |
| 226 | Supply, bending and placing in position for tor steel reinforcement in all RCC works including the cost of bending wire all complete. |
| 227 | 3nosof 5MVA transformer base. |
| 228 | Supporting structures - 15 Nos. |
| 229 | Gantry Towers - 3 Nos |
| 230 | Rods for supporting structures 60 x 50 kg |
| 231 | 70 lb Rail Pole 9 nos x 2.7m = |
| 232 | 65 x 65 x 6mm M.S.Angle - 50 nos x 2.7 m = 135 m @ 5.8 kg/m. |
| 233 | 500 x500 x 10 mm G.I. Base Plate - 50 x 6 nos.= 300 nos @ 19.82 kgs per piece. |
| 234 | Cable tranch. |
| 235 | Cable Tranch(1mx1m internal dimension withRCC tranchCaping) |
| 236 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 237 | Cost of haulage of stockmaterials within 40km. |
| 238 | Cement. |
| 239 | CC item. |
| 240 | 5 MVA transformer - 3Nos. |
| 241 | Supporting structures - 15 Nos. |
| 242 | Gantry Towers - 3 Nos |
| 243 | Cable tranch. |
| 244 | Cable Tranch (1mx1m internal dimension withRCC Caping) |
| 245 | Cable Tranch (1mx.6m internal dimension withRCC Caping) |
| 246 | RCC Item. |
| 247 | 3nosof 5MVA transformer base. |
| 248 | Supporting structures - 15 Nos. |
| 249 | Gantry Towers - 3 Nos |
| 250 | Cable tranch. |
| 251 | Cable Tranch(1mx1m internal dimension withRCC tranchCaping) |
| 252 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 253 | Steel, Sl. No 1.06(i-vii) |
| 254 | Loading and unloading. Sl. No 1.07 |
| 255 | Head load fro stock materials.(distance 100m-1000m) Sl. No 1.08 |
| 256 | Cost of haulage of Non- stockmaterials within 50km. |
| 257 | Sand. |
| 258 | CC item. |
| 259 | 5 MVA transformer - 3Nos. |
| 260 | Supporting structures - 15 Nos. |
| 261 | Gantry Towers - 3 Nos |
| 262 | Cable tranch. |
| 263 | Cable Tranch(1mx1m internal dimension withRCC Caping) |
| 264 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 265 | RCC Item. |
| 266 | 3nosof 5MVA transformer base. |
| 267 | Supporting structures - 15 Nos. |
| 268 | Gantry Towers - 3 Nos |
| 269 | Cable tranch. |
| 270 | Cable Tranch(1mx1m internal dimension withRCC tranchCaping) |
| 271 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 272 | Stone chips. |
| 273 | CC item. |
| 274 | 5 MVA transformer - 3Nos. |
| 275 | Supporting structures - 15 Nos. |
| 276 | Gantry Towers - 3 Nos |
| 277 | Cable tranch. |
| 278 | Cable Tranch(1mx1m internal dimension withRCC Caping) |
| 279 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 280 | RCC Item. |
| 281 | 3nosof 5MVA transformer base. |
| 282 | Supporting structures - 15 Nos. |
| 283 | Gantry Towers - 3 Nos |
| 284 | Cable tranch. |
| 285 | Cable Tranch(1mx1m internal dimension withRCC Caping) |
| 286 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 287 | Stone. |
| 288 | 3nosof 5MVA transformer base. |
| 289 | Supporting structures - 15 Nos. |
| 290 | Gantry Towers - 3 Nos |
| 291 | Cable tranch. |
| 292 | Cable Tranch(1mx1m internal dimension withRCC Caping) |
| 293 | Cable Tranch(1mx.6m internal dimension withRCC Caping) |
| 294 | Loading and unloading. Sl. No 1.07 |
| 295 | Head load for nonstock materials.(distance 100m-1000m) Sl.No 1.08 |
| 296 | Throughing of excavated soil and debries.within 10km. Sl.No 1.01. |
| 297 | INSTALLATION/ERECTION OF 66/66 KV BAY LILO |
| 298 | ELECTRICAL PORTION: |
| 299 | 72.5 KV ,3150 A, 31.5 KVA SF6 breakers complete with operating mechanism, including first filling of SF6gas complete with supporting structures, accessories, filling kit and terminal connectors. A set of 3 Nos |
| 300 | 52 Kg Gas cylinder |
| 301 | 72.5 kV Current Transformers5 core (1 phase) 1200 -600-300-150/1-1-1-1-1 A, 5 core 0.2 class ,31.5 kA with 120% extended current rating with marshalling boxes, terminal connectors etc. |
| 302 | 66 KV/v3,110/v3 volt, single phase voltage transformer of accuracy class 0.5 and burden of 200 VA with first filling of oil and complete with terminal connectors. A set of 3 NOs |
| 303 | 3phase 1250 A, 31.5 kA with one earth switch (Double break Isolator with motor/manual operated) |
| 304 | 60 KV lighting arrestors complete with insulating phase, surge counters, terminal connectors complete as required. |
| 305 | 66 KV Simplex type control and relay panel for line with static 3 O/C + E/F trip circuit supervision(ABB make REJ601 ), master trip, distance protection relay(MICOM P442) digital recording and indicating instrument alarm, TTB AC/DC failure indication, panel illumination etc. suitable for line feeder. |
| 306 | COPPER CONTROL CABLES: ARMOURED CONFORMING TO IS : 7098 PART-1 |
| 307 | 10 Core x 1.5 sq.mm |
| 308 | 12 Core x 1.5 sq.mm. |
| 309 | 2 Core x 2.5 sq.mm |
| 310 | 4 Core x 2.5 sq.mm |
| 311 | 8 Core x 2.5 sq.mm |
| 312 | 12 Core x 2.5 sq.mm |
| 313 | 4 Core x 6 sq.mm |
| 314 | MATERIALS FOR EARTHING MAT WITH ALL MATERIALS AND ACCESSORIES AS WELL AS SPIKES AS PER REQUIREMENT OF DESIGN AS PER IEEE STANDARDS FOR COMPLETE EARTHING OF GRID SUB-STATION WITH THE FOLLOWINGS conforming to -IS : 3043 - 1987 |
| 315 | 40 mm MS rod for main earth mat |
| 316 | 75x12 mm G.I Flats for risers for equipments, columns and structures. |
| 317 | 50x6 mm G.I flats for risers for all other equipments etc. |
| 318 | Materials for Earthing pits with supply of all earthing materials including base plate. |
| 319 | SUB-STATION GALVANIZED STEEL STRUCTURE CONFORMING TO - IS 5358 |
| 320 | Lattice structure with fasteners etc.(HT) |
| 321 | Standard structure for equipment support (other than CB)-(HT) |
| 322 | OVERHEAD SHIELDING |
| 323 | Earth Pit (Treated ) Conforming to -IS : 3043 - 1987 |
| 324 | Overhead Shielding wire of size 7/3.15 mm of 100 Kg.F/M (600*0.429) |
| 325 | Earthing lugs for overhead shielding wire |
| 326 | Earthing Clamps for overhead shielding wire |
| 327 | Earthing strain clamps for overhead shielding wire |
| 328 | Panther to 2IPS tube to \"L\" type connector |
| 329 | 2\"\"IPS tube to P.T pad |
| 330 | 2\"\"IPS tube to B.P.I. connector |
| 331 | Panther to Panther B.P.I. connector |
| 332 | 2\"\"IPS tube to straight connector to B.P.I. pad |
| 333 | 2\"\"IPS tube to isolator connector |
| 334 | 2\"\"IPS tube to C.T. connector |
| 335 | 2\"\"IPS tube to SF6 connector |
| 336 | SUPPORTING STRUCTURE FOR 66KV EQUIPMENT. |
| 337 | 3-phase Isolator, Lattice structure with fasteners etc.(HT) |
| 338 | Single Phase Current Transformer, Lattice structure with fasteners etc.(HT) |
| 339 | Single Phase Voltage Transformer, Lattice structure with fasteners etc.(HT) |
| 340 | Lightning Arrestor, Lattice structure with fasteners etc.(HT) |
| 341 | Post Insulator, Lattice structure with fasteners etc.(HT) |
| 342 | ACSR PANTHER CONDUCTOR BUS BAR |
| 343 | HARDWARE FITTINGS FOR ACSR PANTHER CONDUCTOR conforming to IS-2486 |
| 344 | Single Suspension \"I\" Fittings |
| 345 | Single Suspension Pilot Fittings |
| 346 | Double Suspension Fittings |
| 347 | Single Tension Fittings |
| 348 | Double Tension Fittings |
| 349 | FLEXIBLE SUPER PVC GREEN PIPE 3.5KG/CM2 |
| 350 | 3\" dia |
| 351 | 4\"dia |
| 352 | SAFE EARTHING MODEL T-39 SHORT CURRENT 50KA RMS FOR 1 SEC(EHV) APPLICATION CONFORMING TO IS: 3043 80 mm diameter x 3 Mtrs. Electrode (Copper Bonded) & two bags backfill chemical compound. |
| 353 | CIVIL PORTION OF 66/66 KV BAY LILO |
| 354 | Earth work excavation to provide foundation in mixed soil I/c throwing of spoils within 1.5m lift and 30m lead from work site. |
| 355 | Supporting structures - 2 Nos. |
| 356 | Gantry Towers - 2 Nos |
| 357 | Providing and laying hand packed stone soling with clean hard selected stones all complete. |
| 358 | Supporting structures - 2 Nos. |
| 359 | Gantry Towers - 2 Nos |
| 360 | Providing and laying cement concrete M-10 grade(1:3:6 mix) i/c centring, shuttering, curing etc., all complete. |
| 361 | Supporting structures - 2 Nos. |
| 362 | Gantry Towers - 2 Nos |
| 363 | Providing and laying Reinforced cement concrete in M – 20 grade(1:2:4 mix) in all RCC worksi/c centring, shuttering, curing etc., all complete. |
| 364 | Supporting structures - 2 Nos. |
| 365 | Gantry Towers - 2 Nos |
| 366 | Providing Fitting /fixing and Removing of Frame work etc. Allcomplete. |
| 367 | Supporting structures - 2 Nos. |
| 368 | 2x 2 x 1m x 3.22m= |
| 369 | 2 x 2 x 4 m x 3.22m= |
| 370 | Gantry Towers - 2 Nos |
| 371 | Supply, bending and placing in position for tor steel reinforcement in all RCC works including the cost of bending wire all complete. |
| 372 | Supporting structures - 2 Nos. |
| 373 | Gantry Towers - 2 Nos |
| 374 | Rods for supporting structures |
| 375 | 70 lb Rail Pole 3 nos x 2.7m = |
| 376 | 65 x 65 x 6mm M.S.Angle - 50 nos x 2.7 m = 135 m @ 5.8 kg/m. |
| 377 | 500 x500 x 10 mm G.I. Base Plate - 50 x 6 nos.= 300 nos @ 19.82 kgs per piece. |
| 378 | Cost of haulage of stockmaterials within 40km. |
| 379 | Cement. |
| 380 | CC item. |
| 381 | Supporting structures - 2 Nos. |
| 382 | Gantry Towers - 2 Nos |
| 383 | RCC Item. |
| 384 | Supporting structures - 2 Nos. |
| 385 | Gantry Towers - 2 Nos |
| 386 | Steel, Sl no, 2.06(i-vi) |
| 387 | Loading and unloading. (Sl No 2.07) |
| 388 | Head load forstock materials.(distance 100m-1000m) (Sl No 2.08) |
| 389 | Cost of haulage of Non- stockmaterials within 50km. |
| 390 | Sand. |
| 391 | CC item. |
| 392 | Supporting structures - 2 Nos. |
| 393 | Gantry Towers - 2 Nos |
| 394 | RCC Item. |
| 395 | Supporting structures - 2 Nos. |
| 396 | Gantry Towers - 2 Nos |
| 397 | Stone chips. |
| 398 | CC item. |
| 399 | Supporting structures - 2 Nos. |
| 400 | Gantry Towers - 2 Nos |
| 401 | RCC Item. |
| 402 | Supporting structures - 2 Nos. |
| 403 | Gantry Towers - 2 Nos |
| 404 | Stone. |
| 405 | Supporting structures - 2 Nos. |
| 406 | Gantry Towers - 2 Nos |
| 407 | Loading and unloading. (Sl No 2.07) |
| 408 | Head load for nonstock materials.(distance 100m-1000m) Sl No 2.08 |
| 409 | Throughing of excavated soil and debries.within 10km. Sl no. 2.01. |
| 410 | NEW 66KV D/C (INCOMMER-OUTGOING) TR LINE FOR LILO ARRANGEMNET |
| 411 | ELECTRICAL PORTION |
| 412 | Self supporting galvanised towers complete with stub/template/bolts and nuts.(Large angle Tension towers): |
| 413 | Super structures. |
| 414 | 9 mtrs. Extns. |
| 415 | Stub and cleat set for normal structure+3, +6 and +9 mtrs. for large angle tower. |
| 416 | Stub setting templates for use with +3, +6 and 9m extn, for large angle tension tower. |
| 417 | Number plates, with bolts, nut and washers set. |
| 418 | Danger plates with bolts, nuts and washers. |
| 419 | Phase plates with bolts, nuts and washers. |
| 420 | Anti-climbing devices for large angle tension tower. |
| 421 | 80 mm diameter x 3 Mtrs. Electrode (Copper Bonded) & two bags backfill chemical compound. |
| 422 | ACSR Dog conductor 6/4.72 sq. mm. Al. 7/1.57 mm steel with sang. |
| 423 | 7/3.15 mm steel, 100 Kg/sq mm quality galvanised steel standardd. guard wire. |
| 424 | Conductor accessories : |
| 425 | Mid span compression joint |
| 426 | Repair sleeve |
| 427 | Vibration dampers. |
| 428 | Arching horns. |
| 429 | P.G.Clamp |
| 430 | Ground wire accessories : |
| 431 | Mid span compression joint |
| 432 | Tension clamps. |
| 433 | Bonding pieces. |
| 434 | Single tension insulator strings :Long Rod Polymer Insulator 70 KN of light weight. |
| 435 | CIVIL PORTION OF PROVIDING D-TYPE TOWER |
| 436 | Site levelling, Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 437 | Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters. |
| 438 | Providing and laying, Random Rubber Stone Mansory in 1:4:8 c.c (1 cement, 4 sand, 8 clean hard graded stone chips of 40mm nominal gauge) including bond stone, through stone of size 150mmx150mmx450mm manufactured in 1:4:8 c.c (1 cement, 4 sand, 8 clean hard graded stone chips of 40mm and down), curing etc. complete as per the direction of site Engineer excluding the cost of carriage of materials. |
| 439 | Providing and Laying hand packed stone filing in building works with clean hard selected stones, all complete. |
| 440 | Setting of stubs excluding cost of excavation and concreting for Large angle tension tower. |
| 441 | Excavation (Tower Foundation )in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters. |
| 442 | Providing and Laying in position specified grade of reinforced cement concrete 1:2:4 mix (1 cement, 2 clean coarse sand, 4 graded stone aggregrate of 20 mm nominal size) excluding the cost of form work, finishing & reinforcement. |
| 443 | Providing and Laying in cement concrete in 1:3:6 mix (1 cement, 3 clean coarse sand, 6 stone aggragrate of 40 mm and down size) including compacting & curing etc all complete. |
| 444 | Supplying, bending and placing in position tor steel (6mm dia.) including straightening, cutting, bending and placing in position including binding wire complete. |
| 445 | Form Work : Providing, fixing and removing form work for casting R.C.C. (square column) Items with locally available timber. |
| 446 | Loading and Unloading of Cementor Steel by manual means and stacking |
| 447 | Cost of Haulage excluding loading and Unloading a Katcha Track and Track in River Bed/Nallan Bed (30 km). |
| 448 | Headload of stock materials. |
| 449 | Consumption for non-stock materials sand, loading and unloading. |
| 450 | Cost of Haulage excluding loading and Unloading a Katcha Track and Track in River Bed/Nallan Bed (30 km). |
| 451 | Headload of non-stock materials. |
| 452 | Stone loading and unloading. |
| 453 | Cost of Haulage excluding loading and Unloading a Katcha Track and Track in River Bed/Nallan Bed (30 km). |
| 454 | Headload of non-stock materials. |
| 455 | Check Survey, Tower Spotting and Pit marking at site |
| 456 | Preliminary alignment profile, tower spotting check survey, prepartion of tower schedule, pegging of tower centre and pit marking. |
| 457 | PROTECTIVE WALL FOR CONSTRUCTION OF D TYPE TOWER |
| 458 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 459 | Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters. |
| 460 | Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials. |
| 461 | Cost of Haulage excluding loading and unloading road .All complete. |
| 462 | Cement: |
| 463 | Surfaced road (12 km) |
| 464 | Loading and Unloading |
| 465 | Head Load |
| 466 | Wet Sand: |
| 467 | Surfaced road (17 km) |
| 468 | Loading and Unloading |
| 469 | Head Load |
| 470 | Stone: |
| 471 | Surfaced road (17 km) |
| 472 | Loading and Unloading |
| 473 | Head Load |
| 474 | Stone chips: |
| 475 | Surfaced road (17 km) |
| 476 | Loading and Unloading |
| 477 | Head Load |
| 478 | Throwing of spoil in mix soil within upto 2 Km radius. |
| 479 | Surfaced road |
| 480 | Loading and Unloading |
| 481 | Head Load |
| 482 | SIX (6) POLES 11 KV BAY |
| 483 | 11 Mtrs. Long steel latticed structure of 65x65x6mm complete with nuts andbolts confirming to specification of design details No. 1/L/FT/E&PD/11Mtrs. |
| 484 | M.S Channel ISLC75 ( 75x40x6mm) SAIL Brand conforming to IS: 808 |
| 485 | M.S Channel ISLC 100(100x50x6.4mm) SAIL Brand conforming to IS: 808 |
| 486 | M.S Flat 50x6 mm SAIL Brand conforming to IS: 808 |
| 487 | M.S Bolts with Nut 16x200 / 250 mm conforming to IS: 1364 |
| 488 | M.S Bolts with Nut 16x165 mm conforming to IS: 1364 |
| 489 | M.S Bolts with Nut 16x90 mm conforming to IS: 1364 |
| 490 | 11 KV Disc Insulator70 KN T/C Type (Porcelain/Polymer) |
| 491 | COMPLETE HARDWARE FITTINGS FOR 11 KV DISC INSULATOR T/C TYPE SUITABLE FOR Dog Conductor. |
| 492 | 11 KV Pin Insulator with G.I Pin & fittings as required (Porcelain/Polymer) |
| 493 | G.I.guy assembly complete 7/12 SWG GI staywire, 140x85mm HT Guy Insulator, 16 mm. dia stay rod, 1.8 mtrs. Long with bow thimble, turn buckle and 300x300x6mm anchor plate. |
| 494 | DOG Conductor 100 sqm, 6/4.72+7/1.57 |
| 495 | SAFE EARTHING MODEL T-19 SHORT CURRENT 20KA RMS FOR 1 SEC(LV / MV) APPLICATION : 50 mm diameter x 2 mtrs. Electrode (Copper bonded) & One bag backfill chemical compound. |
| 496 | No. 8 SWG G.I. wire for continuous earth wire. |
| 497 | 11 KV, 3 Pole 400amp, Air Break G.O.S tilting type, three insulator per phase, complete with all fittings conforming to IS:9920 & IS: 9921 (Porcelain/Polymer) |
| 498 | 11 KV, 3 Pole, 400 amp. D.O.F Unit complete with all accessories conforming to IS: 9385 (Porcelain/Polymer) |
| 499 | 9 KV,5 KA Single pole unit Metal Oxide Gapless Surge Arrestor for 11 KV, 50 c/s solidly earthed neutral system conforming to IS:3070 (Part 3). |
| 500 | 11000 volts danger plate. |
| 501 | Jointing sleeves suitable for ACSR 65sq. mm. Dog Conductor. |
| 502 | Barbed wirefor anti climbing device @ 5 kg/pole. |
| 503 | Red Oxide Metal Primer (Nerolac or Equivalent) @5ltr. |
| 504 | Aluminium Paint (Nerolac or Equivalent) @5ltr. |
| 505 | Concreting of 11Mtrs Lattice Structure / Swaged STP in 1:4:8 cc in 0.9x0.9x2.05mtrs cement plaster of parapet in 1:4 mix. |
| 506 | Concerting of guy assembly in1:4:8 cc in0.40x0.40x1.05 mtrs. pit. |
| 507 | 11 KV FEEDER EVACUATION |
| 508 | 9 Mtrs. Steel lattice structure of 35x35x6mm M.S Angle complete with nuts & bolts conforming to specification of design detail No. 2/L/FT/E&PD/ 9 Mtrs. |
| 509 | WEASEL Conductor 30 sqmm, 6/2.59+1/2.59 |
| 510 | M.S Channel ISLC75 ( 75x40x6mm) SAIL Brand |
| 511 | M.S Angle (ISA 5050) 50X50X6mm SAIL Brand |
| 512 | M.S Bolts with Nut 16x165 mm conforming to IS: 1364 |
| 513 | M.S Bolts with Nut 16x90 mm conforming to IS: 1364 |
| 514 | 11 KV Disc Insulator70 KN T/C Type (Porcelain/Polymer) |
| 515 | COMPLETE HARDWARE FITTINGS FOR 11 KV DISC INSULATOR T/C TYPE SUITABLE FOR WEASEL CONDUCTOR. |
| 516 | 11 KV Pin Insulator with G.I Pin & fittings as required (Porcelain/Polymer) |
| 517 | SAFE EARTHING MODEL T-19 SHORT CURRENT 20KA RMS FOR 1 SEC(LV / MV) APPLICATION :- 50 mm diameter x 2 mtrs. Electrode (Copper bonded) & One bag backfill chemical compound. |
| 518 | G.I Wire 8SWG/ 10 SWG/ 12 SWG / 16 SWG |
| 519 | Guy Assembly complete with 7/10 SWG Stay Wire, 140x85 mm H.T Guy Insulator, 18mm diameter Stay Rod 1.8 mtrs Long with bow thimble, turn buckle & 300x300x6mm anchor plate |
| 520 | G.I. barbed wire for anti climbing device @ 2 kgs./ pole. |
| 521 | Danger Board 11000Volts |
| 522 | Painting of poles with red oxide ( @ 2 ltr / pole ). |
| 523 | Painting of poles with Al. oxide ( @ 1.5 ltr / pole ). |
| 524 | Concreting of 9 Mtrs. Lattice Structure / Swaged Steel Tubular Pole in 1:4:8 cc in 0.9x0.9x1.75 mtrs Pit, Construction of parapet 0.61 x 0.61x0.153 mtrs. In 1:3:6 cc i/c 12mm cement plaster of parapet in 1:4 Mix. |
| 525 | Concreting of H.T Guy Assembly in 1:4:8 cc in 0.40x0.40x1.05mtrs Pit. |
| 526 | System Augmentation & Strengthening:- |
| 527 | NEW 11 KV UNDERGROUND FFEDER |
| 528 | 3 x 95 sq.mm, 6.6 KV(UE)/11 KV(E) XLPE insulated armoured cable with Aluminium conductor confirming to IS: 7098 part II |
| 529 | 110 mm dia. (95/70/50/35 sq.mm)Rigid U PVC pipe as per IS 4985-2000 working pressure 6Kgf/cm2 (Finolex) |
| 530 | G.I Pipe 6\" Heavy Duty |
| 531 | G.I Pipe 4\" Heavy Duty |
| 532 | Heat shrinkable straight through jointing kit (Raychem make or equivalent) suitable for 3 core 11 kV XLPE cable of size3 x 95 q.mm |
| 533 | Heat shrinkable outdoor type end termination kit (Raychem make or equivalent) suitable for 3 core 11 kV XLPE cable of size 3 x 95 sq.mm |
| 534 | Excavation of 0.45x0.90x1.00 m cable trench in mix soil & refilling with available excavated earth and providing concreting on the top of the trench. |
| 535 | NEW DISTRIBUTION TRANSFORMER |
| 536 | 50 HZ, DYN 11, 3 PHASE, ONAN COOLED, OUT-DOOR TYPE DISTRIBUTION TRANSFORMERWITH OFF-CIRCUIT TAPPING +2.5%, +5%, ON H.V SIDE WITH BARE BUSHING ON HV & LV SIDE & PROVIDED WITH STANDARD FITTINGS & ACCESSORIES WITH FIRST FILLING OF TRANSFORMER OIL CONFORMING TO IS:1180(PART-I)2014:ENERGY EFFICIENCY LEVEL -2.315 KVA, 11/0.43KV Copper Wound. |
| 537 | L.T distribution switch board with copper bus bar, out-door type Kiosk, having electrolytic annealed copper bus bar 50x12mm for phase & 50x6mm for neutral circuits mounted on glazed porcelain or Bakelite base & fitted with voltmeter, ammeter, selector switches for ammeter & voltmeter, electronic KWH meter, indicating lamps cabin light, fabricated with 12 gauge M.S plain sheet, painted with anti- rust primer & two coats of Epoxy paint of shade 631 as per IS: 8623-1, front opening doors with gasket & locking arrangement complete with following incoming & outgoing controls: LTDB 400 A INCOMING:1 No. 400A, 4P,50KA, MDO ACB.OUTGOING: 1 No. 200A TP MCCB, 50 KA ,2 Nos. 100A TP MCCB, 35 KA& 1 No. 63A TP MCCB,35 KA all with built in Thermo Magnetic Release. |
| 538 | 11 KV, 3 Pole 400amp, Air Break G.O.S tilting type, three insulator per phase, complete with all fittings conforming to IS:9920 & IS: 9921 (Porcelain/Polymer). |
| 539 | 11 KV, 3 Pole, 400 amp. D.O.F Unit complete with all accessories conforming to IS: 9385 (Porcelain/Polymer) |
| 540 | 3 X 35 sq.mm 11 KV XPLE Cable. |
| 541 | Heat shrinkable outdoor type end termination kit 6.35 KV (Uo)/11 KV (U) 3 coreXLPE (Kit No. EOKT 3332-3382) 3 C X 35 sqmm EPKT 3362. |
| 542 | 9 Mtrs. Steel lattice structure of 50x50x6mm M.S Angle complete with nuts & bolts conforming to specification of design detail No. 2/L/FT/E&PD/ 9 Mtrs. |
| 543 | M.S.channelISLC75 (75X40X6mm) |
| 544 | M.S.channelISLC75 (75X40X6mm) |
| 545 | Back clamps of 75X8mm Flat |
| 546 | M.S. nuts & bolts of 16mm dia.X 40mm Full thread IS: 1364 |
| 547 | 9 KV, 10 KA Single pole unit Metal Oxide Gapless Surge Arrestor for 11 KV, 50 c/s solidly earthed neutral system conforming to IS:3070 (Part 3) |
| 548 | 50 mm diameter x 3 Mtrs. Electrode & two bags backfill chemical compound. |
| 549 | Red Oxide Metal Primer conforming to IS: 2074 |
| 550 | Aluminium paint |
| 551 | Danger Board 11000Volts |
| 552 | Danger Board 440Volts |
| 553 | 1.1 KV PVC / XLPE INSULATED HEAVY DUTY POWER CABLES FOR WORKING VOLTAGE UPTO & INCLUDING 660/1100 VOLTS ALUMINIUM CONDUCTORS ARMOURED - 3.5 Core x 240 sqmm |
| 554 | L.T 1.1 KV HEAT SHRINKABLE INDOOR / OUTDOOR END TERMINATION KIT FOR PVC/ XLPE CABLES 2,3 &1/2 CORE CONFORMING TO IS: 13573 - 3.5 x 240 sqmm |
| 555 | Concreting of 9 Mtrs. Lattice Structure / Swaged Steel Tubular Pole in 1:4:8 cc in 0.9x0.9x1.75 mtrs Pit, Construction of parapet 0.61 x 0.61x0.153 mtrs. In 1:3:6 cc i/c 12mm cement plaster of parapet in 1:4 Mix. |
| 556 | Placement of 500 KVA distribution Transformer on parapet of size 1.5x1.5x1mtrs. In 1:3:6 cc Mix including 12mm thick cement plaster in 1:4 Mix. |
| 557 | Placement of L.T Distribution Board on parapet of size 2x0.61x0.35x0.61 mtrs. In 1:3:6 cc Mix including 12mm thick cement plaster in 1:4 Mix. |
| 558 | Fencing for 100/150/200/315 KVA parapet mounted distribution sub-station of size 3x3 mtrs.constructed with 50x50x5mm M.S angle vertical props, 35x35x6mm M.S angle supports(double run), M.S wire mesh, 50x6mm M.S flat iron for clamping wire mesh complete with gate with locking arrangement, site development, concreting of props in 1:2:4 cc i/c soling & flooring works in 1:4:8 cc as per Layout No.2/F/E&PD/100-315 KVA. |
| 559 | HT AERIAL BUNCHED CABLE |
| 560 | 11 KV AERIAL BUNCHED CABLE (ABC)3x50 + 1x70 sqmm |
| 561 | 9 Mtrs. Steel lattice structure of 50x50x6mm M.S Angle complete with nuts & bolts conforming to specification of design detail No. 2/L/FT/E&PD/ 9 Mtrs. |
| 562 | 9 Mtrs. Long 410-SP-33 swaged type steel tubular pole with CI base plate & cap, double part ( Nuts & bolts type) working load 245 Kgs |
| 563 | AB Cable hanging clamps / tension clamps (Galvanized) |
| 564 | 11 KV Suspension Clamp with attachment for AB Cable |
| 565 | J-Hook for laying of 11 KV AB cable |
| 566 | J-Hook Clamp for laying of 11 KV AB cable |
| 567 | Straight through Joint kit suitable for 95 - 120 sqmm |
| 568 | T-Jointing kit for 95 -120 sqmm |
| 569 | Termination kit for 95 - 120 sqmm |
| 570 | Guy Assembly complete with 7/10 SWG Stay Wire, 140x85 mm H.T Guy Insulator, 18mm diameter Stay Rod 1.8 mtrs Long with bow thimble, turn buckle & 300x300x6mm anchor plate |
| 571 | T-19 50 mm diameter x 3 Mtrs. Electrode & two bags backfill chemical compound. |
| 572 | Earthing Coil of 115 turns of 50 mm dia and 2.5 Mtr lead of 40 mm GI wire etc., as required. |
| 573 | Anti-Climbing Device (Barbed Wire) |
| 574 | 11 KV Caution Board |
| 575 | Red Oxide Metal Primer conforming to IS: 2074 (1.5/pole) |
| 576 | Aluminium paint @ 1.0 ltr / pole |
| 577 | Concreting of 9 Mtrs. Lattice Structure / Swaged Steel Tubular Pole in 1:4:8 cc in 0.9x0.9x1.75 mtrs Pit, Construction of parapet 0.61 x 0.61x0.153 mtrs. In 1:3:6 cc i/c 12mm cement plaster of parapet in 1:4 Mix. |
| 578 | Concreting of H.T Guy Assembly in 1:4:8 cc in 0.40x0.40x1.05mtrs Pit. |
| 579 | Communication system and Health monitoring system. |
| 580 | CIVIL WORKS |
| 581 | SCHEDULE FOR CONSTRUCTION OF 66/11 KV CONTROL ROOM WITH TWO UNIT CLASS IV QUARTER AT FIRST FLOOR AT CHAKYUNG ,UNDER SORENG DISTRICT IN WEST SIKKIM. |
| 582 | Earth work in excavation by mechanical means (Hydraulic Excavator ) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 583 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. |
| 584 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. |
| 585 | 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size) |
| 586 | Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 50% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 587 | Filling inside plinth in building works with 23cm layers, consolidated to 15cm including watering, ramming etc, all complete. |
| 588 | Providing and Laying damp proof course 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean course sand, 4 graded stone aggregate 12.5 mm nominal size) with Recron 3S of fiber length6 or 12 mm (125 gm of recron 3S per a bag of cement) as per the direction in Engineer in Charge. |
| 589 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. |
| 590 | 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of 20mm nominal size). |
| 591 | Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete. |
| 592 | Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) |
| 593 | Beams,lintels,grinders,bressumers and cantilever |
| 594 | Foundation,footing,base of column etc. for mass |
| 595 | Walls: |
| 596 | Floorslab,roof slab,landing,balcony and access platform |
| 597 | Square columns |
| 598 | Providing and laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar (1 cement and 4 course sand) including carriage of bricks up to work site, curing etc all complete. |
| 599 | Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing complete. |
| 600 | Providing and Laying40 mm thick 1:2:4 c.c. (1cement, 2coarse sand,4stone aggregate of size 12.5mm and down )flooring withfloating coat of neat cement to give a smooth surface in not exceeding 02 sqm. (without glass strip) curing etc complete in all building floors wherever specified. |
| 601 | Providing & Laying white or colored glazed vitrified tiles of Orient / Somani or equivalent colourin flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 602 | Providing and Laying plain coloredglazed ceramic tiles of size 300mm x 300mm in plain colours (white, grey, ivory platinum, leather brown etc or equivalent), on floors landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 603 | Providing and Laying white or colored glazed tilesanti skid ( elegant, cashmere, Egyptian rustic, celebrity, lara etc or equivalent) of glossy series or celebrity, elegant or equivalentin flooring, treads of steps landing etc of size 300mm x 300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 604 | Providing and Laying. 25mm thick kota stone slab flooring over 20mmthick 1:4 cm base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting, rubbing and polishing complete. |
| 605 | Providing and Laying kota stone slabs 25mm thick in Risers of steps, skirting dado and walls laid on 12mm thick (average) thick base of c.m. 1:3 (1 cement, 3 coarse sand) and jointed with grey cement slurry mixed with pigments to match the shade of the slab including cutting, rubbing and polishing complete. |
| 606 | Providing and Laying flooring with granite marble stone slabs 20mm thick granite stone slabs flooring of size not less than 1.0 sqm of20mm thick laidover 20mm(average)1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete. |
| 607 | Providing, fitting and fixing of dressed local timber (tooni, katus equivalent) in all types of frames complete. |
| 608 | With imported timber from outside the state. |
| 609 | Providing fitting and fixing in position of fully paneled shutters in windows and doors of champ timber or equivalent includingsteel butt hinges screws 12mm thick panels etc complete. |
| 610 | Providing, fitting and fixing water proof flush door shutters, solid block hard core construction with frame of 1st class hard timber with well matched 3mm teak ply decorative type on one faces of the shutters including hinges with screws complete. (30mm) |
| 611 | P/F/F in position of fully glazed shutters in windows and doors of champ wood or equivalent including steel butt hinges, screws, 3mm glass panes of modi guard or equivalent etc complete. (30mm) |
| 612 | PVC ceiling board with different size and pattern as approved by the Engineer- in-charge and as per manufacturer\"s specification. |
| 613 | Providing and fixing M.S. pressed bright finished butt hinges with necessary screws etc. complete. |
| 614 | 150x31x4mm |
| 615 | Providing and fixing M.S. pressed bright finished butt hinges with necessary screws etc. complete. |
| 616 | 100x31x3mm |
| 617 | Providing, fitting and fixing. sliding door bolts with nuts and screws etc. complete. |
| 618 | MS 250x16mm Size Ms (Bright Finish) |
| 619 | Providing, fitting and fixing. Tower bolts 250x10mm with necessary screw etc complete. |
| 620 | M.S |
| 621 | Providing, fitting and fixing. Tower bolt 100x10mm with necessary screw etc complete. |
| 622 | Providing, fitting and fixing. handles 125mm size with necessary screws etc complete. |
| 623 | Providing, fitting and fixing. handles 75mm size with necessary screw etc complete. |
| 624 | Providing and fixing M.S. or oxidized M.S. Hook and Eyes with complete set. |
| 625 | Supplying, fabricating, fitting and fixing steel tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washer etc as per the standard specification and design and direction of Engineer - in- Charge all complete. |
| 626 | Providing, fitting, fixing of 24 BWG Pre-painted sheet roofing with lapping of 150mm (two corrugation)with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including carriage all complete |
| 627 | Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Pre-painted Sheet fixed with G.I, J or L hooks bolts and nuts 8mm dia Limpets, Bitumen washers complete. |
| 628 | Providing fitting and fixing 23cm deep 24BWG Pre-painted sheet eaves board with M.S. rod brackets all complete. |
| 629 | Providing and applying priming coat with ready mixed pink on timber work including preparation of the surface by thoroughly cleaning and sand papering etc complete. |
| 630 | Providing and painting with ready mixedpaint of approved quality and shade with two or more coats to give an even and smooth shade including clearing the surface complete on new surface. |
| 631 | Providing and distempering with oil bound washable acrylic distemper two or more coats of approved brand or manufactureover a coat of cement primer to give an even shade on new surface including preparation of surface etc complete. |
| 632 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. |
| 633 | Providing and fixing M.S gratings with smooth finishing of welded joints/surface with Grills weighing8.00Kg/sqm as per the direction of Engineer - in- Chargeall complete |
| 634 | Providing fitting and fixing rolling shutters of approved make , made of required size MS laths interlocked together through their entire length and joined together at the end by end lock mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with pushand pull operation complete including providing and fixing wire springs grade No 2 and MS top cover of required thickness of rolling shutters as per the direction of Engineer - in- Chargeall complete: |
| 635 | Providing & applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel/galvanized-Iron steel works i/c preparation of the surface complete. |
| 636 | Providing and painting with Aluminum paint two or more coats on new surface to give an even shade including cleaning and preparing the surface complete. New surface |
| 637 | Cost of Haulage Excluding Loading and Unloading |
| 638 | Surfaced Road (27 KM) |
| 639 | Loading and Unloading of stock materials |
| 640 | Cost of Haulage Excluding Loading and Unloading |
| 641 | Sand: |
| 642 | Surfaced Road (30KM) |
| 643 | Loading and Unloading of stock materials |
| 644 | Stone : |
| 645 | Surfaced Road (30KM) |
| 646 | Loading and Unloading of non stock materials |
| 647 | Stone Chips: |
| 648 | Surfaced Road (30KM) |
| 649 | Loading and Unloading of non stock materials |
| 650 | SITE LEVELLING AND YARD DEVELOPMENT |
| 651 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 652 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. |
| 653 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains ( exceeding 30cm depth,1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 654 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means) |
| 655 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. |
| 656 | 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size) |
| 657 | Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 658 | Filling inside plinth in building works with23cm layers, consolidated to 15cm including watering, ramming etc, all complete. |
| 659 | Cost of haulage for Excluding and Loading on Surface Road. |
| 660 | Cement: |
| 661 | Surfaced road (27 KM) |
| 662 | Loading and unloading |
| 663 | Sand: |
| 664 | Surfaced road (30KM) |
| 665 | Loading and unloading |
| 666 | Stone: |
| 667 | Surfaced road (30KM) |
| 668 | Loading and unloading |
| 669 | Stone Chips: |
| 670 | Surfaced road |
| 671 | Loading and unloading |
| 672 | Throwing of spoils within 5 km radius. |
| 673 | Surfaced road (5 KM) |
| 674 | INTERNAL WATER SUPPLY & SANITATION WORKS |
| 675 | Providing, Fitting and fixing GI pipe of medium class,(excluding trenching, refilling, compactingandthe cost of fittings) all complete. |
| 676 | 32mm dia G I pipe |
| 677 | 15 mm dia G I pipe |
| 678 | 15 mm dia G I pipe Fittings (10%) |
| 679 | Providing, Fitting and fixing PVC 15mm dia pipe complete with GI fittings and clamps i/c cuttings and making good the walls etc.on wallfor wash basin connector to main line. |
| 680 | 15 mm dia CPVC pipe |
| 681 | Providing and placing on terrace high density polyethylene water storage tank with man hole lid and suitable locking arrangement including making holes for inlet, out let and ball cock including testing etc. all complete: (Sinter or equivalent) |
| 682 | 2000 LITERS CAPACITY |
| 683 | INTERNAL WATER SUPPLY: |
| 684 | Providing, Fitting and fixing Chromium plated fittings of approved quality and size complete: (ESCO / EQUIVALENT) |
| 685 | BIB COCK 15 MM DIA |
| 686 | BIB COCK LONG BODY 15 MM DIA |
| 687 | STOP COCK15 MM DIA (CONCEALED WORKS) |
| 688 | PILLAR COCK15 MM DIA |
| 689 | ANGULAR STOP COCK15 MM DIA |
| 690 | CONNECTING PIPE |
| 691 | SHOWER ROSE WITH ARM |
| 692 | BASIN MIXTURE |
| 693 | Providing, Fitting and fixing ball valve ( Brass) of approved quality complete with high or low pressure with plastic floats: |
| 694 | Providing, fitting and fixing white vitreous china pedestal (European type) water closet (W.C) pan with seat and lid, with C.P. brass hinges, 10ltr low level cistern with fittings and brackets 40mm flush bend, 20mm overflow pipe with specials, including Providing and painting and making good the wall and floors as required all complete: W.C. pan W.C. pan European Bidets constellation CAT NO 30006 |
| 695 | Providing, fitting and fixing. white vitreous china water closet (W.C) squatting pan (Orissa pan) 580mm size with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low level flushing cistern with fittings, CI brackets, 32mm flush pipe with fittings and clamps, 20mm overflow pipe, cutting and making good the wall and floor etc complete. Long type or Orrisa type pan.Orissa Pan 58x44White CAT NO 20042 |
| 696 | Providing, fitting and fixing. white vitreous white china wash flat back basin with CI brackets, painted, 15mm CP brass pillar taps, CP brass chain with rubber plug, 32mm CP brass waste pipe, lead or PVC connection 32mm dia CP brass cap and unions,complete including cutting and making good the walls wherever required. HINDWARE |
| 697 | 55 cm x 40 cm |
| 698 | P/F stain less steelkitchen sink with CI brackets, CP brass chain with rubber plug 40mm CP brass waste, CP brass tap etc complete i/c the fittings, cuttings and making good the wall wherever required. |
| 699 | 610 x 450 x 200 mm. |
| 700 | Providing and fitting chromium plated toilet paper holder including the making holes and fixed to timber cleats with CP screws washer etc. all complete:. |
| 701 | Providing and fitting of slandered size mirror of quality equivalent to Admiral and size 20\"x16\" complete |
| 702 | Providing, fitting and fixing. of chromium plated soap dish with necessary screw etc all complete. |
| 703 | Providing, fitting and fixing towel ring of chromium plated brass complete with CP brass screw and timber cleats. |
| 704 | Providing, fitting and fixing soil waste and vent pipes including testing etc complete. |
| 705 | 100 mm dia. PRINCE / SUPREME soil Pipe |
| 706 | 75 mm dia. PRINCE / SUPREME soil Pipe |
| 707 | Providing, fitting and fixing bends of various types plain or a band with access door, insertion rubber washer 3mm thick bolts and nuts complete SCI or centrifugally cost spun sands pipes. |
| 708 | 75 mm dia. PRINCE / SUPREME soil Pipe |
| 709 | 100 mm dia. PRINCE / SUPREME soil Pipe |
| 710 | Providing, fitting and fixing double equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 711 | 75 x 75 x 75 x 75 mmSupreme / Prince |
| 712 | 100 x 100 x 100 x 100 mmSupreme / Prince |
| 713 | SEPTIC TANK: |
| 714 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains ( exceeding 30cm depth,1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 715 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means) |
| 716 | Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials. |
| 717 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. |
| 718 | 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of 20mm nominal size). |
| 719 | Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete. |
| 720 | P/F/F and removingform works on all RCC items all complete: with locally available timber. |
| 721 | Wall |
| 722 | Slab |
| 723 | Cost of Haulage Excluding Loading and Unloading |
| 724 | Cement: |
| 725 | Surfaced Road (27KM) |
| 726 | Loading and Unloading of Cement or Steel by Manual Means and Stacking. |
| 727 | Cost of Haulage Excluding Loading and Unloading |
| 728 | Sand: |
| 729 | Surfaced Road (30KM) |
| 730 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. |
| 731 | Cost of Haulage Excluding Loading and Unloading |
| 732 | Stone: |
| 733 | Surfaced Road (30KM) |
| 734 | Loading and Unloading of Boulders by Manual Means |
| 735 | Cost of Haulage Excluding Loading and Unloading |
| 736 | Stone Chips: |
| 737 | Surfaced Road (30KM) |
| 738 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. |
| 739 | Site development & jungle clearance. |
| 740 | Excavation in soil in hilly area by manualmeans including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres. |
| 741 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 742 | Providing and laying stone Soling in building works with clean hard selected stones, all complete. |
| 743 | Providing and laying in position cement concrete of 1:4:8 mix inclding compacting curing etc. all complete.(1:4:8) |
| 744 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. (1:1.5:3) |
| 745 | Supplying / bending, binding in position tor steel reinforcement in all RCC works i/c cost of binding wires. All complete. |
| 746 | Providing, fixing and removing form work for casting RCC items with imported available timber |
| 747 | Wall |
| 748 | Slab |
| 749 | P/L 12 mm thick cement plaster of 1:3 mix in single coat i/c finishing even and smooth and curing complete. |
| 750 | Providing integral waterproofing compound in mixture of cement concrete/Reinforced Concrete/Cement Motar @200ml per 50 kg of cement in accordance to IS: 2645 and IS:9103 standard for waterproofing of concrete and sand cement mortar in part/portion of structures subjected to ingress of water/moisture like basement, roof slabs, water tanks & water retaining structures, external plastering, bathrooms and balconies, sumps and drains etc (Dr fixit pidiproof LW+/ Perma Plast-O-Proof/ Endura E160/Aquaplast WPL/WEBER MIXIL/equivalent) (ONLY FOR CAST IN SITU IN NOMINAL MIXES) |
| 751 | Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge. |
| 752 | White washing three or more coats with white lime to give an even shade including cleaning the surface to remove dirt, dust, mortar drop etc on new surface complete. |
| 753 | Providing Neat Cement Finish to the inside wall of RCC Tank.(L.S) |
| 754 | P/F/F Overflow,washout,inlet,outlet.(L.S) |
| 755 | Carraige of stock materials fro store by mechanical transport to the work site. |
| 756 | Surface Road (27KM) |
| 757 | Loading/Unloading of Stock materials |
| 758 | Costof haulage ofnon-stock materials by Surfaced road (30KM) |
| 759 | Sand: |
| 760 | StoneChips: |
| 761 | Stone: |
| 762 | Loading/Unloading of non-stock |
| 763 | APPROACH ROAD |
| 764 | Clearing Grass and Removal of Rubbish. |
| 765 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. |
| 766 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 767 | Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) |
| 768 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 769 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) |
| 770 | Low Porosity |
| 771 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) |
| 772 | Granular Surface Treated with Primer |
| 773 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) |
| 774 | for GradingII(19 mm nominal size) |
| 775 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) |
| 776 | for Grading-I ( 13 mm nominal size ) |
| 777 | Providing standard \"V\" shaped drain with hammer dressed clean hard selected stones and finished withcement pointing in 1:4 cement mortar including curing etc complete, as per the direction of the EngineerinCharge. |
| 778 | Consumption of stock materials. |
| 779 | Bitumen |
| 780 | Cost of haulage (115KM) |
| 781 | Loading & unloading. |
| 782 | Consumption of non stock materials |
| 783 | Stone chips. |
| 784 | Cost of haulage (30 KM) |
| 785 | Loading & unloading. |
| 786 | Cost of Haulage of Nonstock materials. |
| 787 | Sand. |
| 788 | Cost of haulage (30KM) |
| 789 | Loading & unloading. |
| 790 | Cost of Haulage including loading & unloading. All Complete |
| 791 | Cement |
| 792 | Surfaced Road (27KM) |
| 793 | Loading& Unloading |
| 794 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 795 | Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 796 | Cost of Haulage excluding loading and unloading. AllComplete |
| 797 | Cement: |
| 798 | Surfaced road (27KM) |
| 799 | Loading and unloading |
| 800 | Wet sand: |
| 801 | Surfaced road (30KM) |
| 802 | Loading and unloading |
| 803 | Stone: |
| 804 | Surfaced road (30KM) |
| 805 | Loading and unloading |
| 806 | Stone Chips: |
| 807 | Surfaced road (30KM) |
| 808 | Loading and unloading |
| 809 | BOUNDARY FENCING. |
| 810 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 811 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 812 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual Means). |
| 813 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. |
| 814 | 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size) |
| 815 | Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 816 | 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size) |
| 817 | Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) |
| 818 | Foundation, footings, base of column etc for mass concrete. |
| 819 | Providing fitting and fixing the iron post of 60x60x5mm i/c cutting, bending welding and two coats of priming and Painting all complete. |
| 820 | Providing fitting and fixing the GI net of 50x50mm size, pre painted with 8BWG wire including necessary fittings. |
| 821 | Cost of haulage for Excluding and Loading on Surface Road. |
| 822 | Cement: |
| 823 | Surfaced road (27KM) |
| 824 | Loading and unloading |
| 825 | Sand |
| 826 | Surfaced road (30KM) |
| 827 | Loading and unloading |
| 828 | Stone |
| 829 | Surfaced road (30KM) |
| 830 | Loading and unloading |
| 831 | Stone Chips: |
| 832 | Surfaced road (30KM) |
| 833 | Loading and unloading |
| 834 | CONSTRUCTION OF CLASS II& CLASS III QUARTER WITH OFFICE AT GROUND FLOOR |
| 835 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 836 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. |
| 837 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. |
| 838 | 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size) |
| 839 | Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 50% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge. |
| 840 | Filling inside plinth in building works with 23cm layers, consolidated to 15cm including watering, ramming etc, all complete. |
| 841 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. |
| 842 | 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge) |
| 843 | Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete. |
| 844 | Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) |
| 845 | Beams,lintels,grinders,bressumers and cantilever |
| 846 | Foundation,footing,base of column etc. for mass |
| 847 | Walls: |
| 848 | Floorslab,roof slab,landing,balcony and access platform |
| 849 | Square columns |
| 850 | Providing and laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar (1 cement and 4 course sand) including carriage of bricks up to work site, curing etc all complete. |
| 851 | Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing etc. 1:3 mix. All complete |
| 852 | Providing & Laying white or colored glazed vitrified tiles of Orient / Somani or equivalent colourin flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 853 | Providing and Laying plain coloredglazed ceramic tiles of size 300mm x 300mm in plain colours (white, grey, ivory platinum, leather brown etc or equivalent), on floors landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 854 | Providing and Laying white or colored glazed tilesanti skid ( elegant, cashmere, Egyptian rustic, celebrity, lara etc or equivalent) of glossy series or celebrity, elegant or equivalentin flooring, treads of steps landing etc of size 300mm x 300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. |
| 855 | Providing and Laying flooring with granite marble stone slabs 20mm thick granite stone slabs flooring of size not less than 1.0 sqm of20mm thick laidover 20mm(average)1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete. |
| 856 | Providing and Laying. 25mm thick kota stone slab flooring over 20mmthick 1:4 cm base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting, rubbing and polishing complete. |
| 857 | Providing and Laying kota stone slabs 25mm thick in Risers of steps, skirting dado and walls laid on 12mm thick (average) thick base of c.m. 1:3 (1 cement, 3 coarse sand) and jointed with grey cement slurry mixed with pigments to match the shade of the slab including cutting, rubbing and polishing complete. |
| 858 | Supplying, fabricating, fitting and fixing steel tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washer etc as per the standard specification and design and direction of Engineer - in- Charge all complete. |
| 859 | Providing, fitting, fixing of 24 BWG Pre-painted HULASsheet roofing with lapping of 150mm (two corrugation)with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including carriage all complete |
| 860 | Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Pre-painted HULASSheet fixed with G.I, J or L hooks bolts and nuts 8mm dia Limpets, Bitumen washers complete. |
| 861 | Providing fitting and fixing 23cm deep 24BWG GP sheet eaves board including (50x25mm) dressed sal timber beading and M.S. rod brackets complete. |
| 862 | PVC ceiling board with different size and pattern as approved by the Engineer- in-charge and as per manufacturer\"s specification. |
| 863 | Providing, fitting and fixing of dressed local timber (tooni, katus equivalent) in all types of frames complete. |
| 864 | Providing fitting and fixing in position of fully paneled shutters in windows and doors of champ timber or equivalent including steel butt hinges screws 12mm thick panels etc complete. |
| 865 | Providing, fitting and fixing water proof flush door shutters, solid block hard core construction with frame of 1st class hard timber with well matched 3mm teak ply decorative type on one faces of the shutters including hinges with screws complete. |
| 866 | 32mm |
| 867 | 30mm |
| 868 | D1 |
| 869 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. |
| 870 | Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). |
| 871 | Providing and applying priming coat with ready mixed pink on timber work including preparation of the surface by thoroughly cleaning and sand papering etc complete. |
| 872 | Providing and painting with ready mixed paint of approved quality and shade with two or more coats to give an even and smooth shade including clearing the surface complete on new surface. |
| 873 | Providing and distempering with oil bond washable acrylic distemper on old surface of approved brand and manufacture to give an even shade including preparation of surface etc complete. |
| 874 | Providing and washing with three or more coats of snowcem, durocem, cemcoate etc. of approved quality and manufacture on exterior walls to give an even shade including preparation of surface on New surface complete. |
| 875 | Providing and applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel / galvanized Iron steel works including preparation of the surface complete. |
| 876 | Providing and painting with Aluminum paint two or more coats on new surface to give an even shade including cleaning and preparing the surface complete. New surface |
| 877 | Providing and fixing tower bolts 300x10mm (Barrel type) with necessary screws etc complete. |
| 878 | MS |
| 879 | Providing, fitting and fixing. sliding door bolts with nuts and screws etc. complete. |
| 880 | MS (300x16mm) |
| 881 | Providing, fitting and fixing. handles 125mm size with necessary screws etc complete. |
| 882 | M.S |
| 883 | Providing and fixing M.S. pressed bright finished butt hinges with necessary screws etc. complete. |
| 884 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. |
| 885 | Providing fitting & fixing of angle iron grating of 35mm x 5mm including welding, fixing with nut & bolts and applying red oxide, primer and painting all complete as per the direction of Engineer in Charge. |
| 886 | Cost of Haulage Excluding Loading and Unloading. |
| 887 | Cement: |
| 888 | Surfaced Road (27KM) |
| 889 | Loading& Unloading |
| 890 | Sand: |
| 891 | Surfaced Road (30KM) |
| 892 | Loading& Unloading |
| 893 | Stone: |
| 894 | Surfaced Road (30KM) |
| 895 | Loading& Unloading |
| 896 | Stone Chips: |
| 897 | Surfaced Road (30KM) |
| 898 | Loading& Unloading |
| 899 | Construction Of External Water Supply System |
| 900 | LAYING OF PIPES: |
| 901 | Provision for jungle clearance and preparation of worksites. |
| 902 | Excavation in soil in hilly area by manualmeans including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres. |
| 903 | Providing, Fitting and fixing GI pipe of medium class, (excluding trenching, refilling, compactingandthe cost of fittings) all complete. |
| 904 | 32mm dia G I pipe |
| 905 | 25mm dia G I pipe |
| 906 | 15mm dia G I pipe |
| 907 | Providing water supply fittings |
| 908 | Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete. |
| 909 | Carriage ofstock materials by mechanical transport with 27 km radius to the worksite. |
| 910 | For 27 km Surfaced road |
| 911 | Loading/unloading of GI Pipes |
| 912 | Therefore for 3500 distance |
| 913 | HEAD WORK |
| 914 | Diversion of running source water for constuction of head work by gunny bags filled with mixed soil, providing temporary channels for free flowof the stream etc, all complete. |
| 915 | Mason I |
| 916 | Labour |
| 917 | Materials required for diversion of water (L.S) |
| 918 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 919 | Providing and laying stone Soling in building works with clean hard selected stones, all complete. |
| 920 | Providing and laying in position cement concrete of specified grade inclding compacting curing etc. all complete.(1:1.5:3) |
| 921 | Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete. |
| 922 | 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone aggregate 20mm and down nominal gauge size) |
| 923 | Supplying / bending, binding in position tor steel reinforcement in all RCC works i/c cost of binding wires |
| 924 | Providing, fixing and removing form work for casting RCC items with imported available timber (Foundation, footings, base of column etc for mass) |
| 925 | Wall |
| 926 | Slab of Headwork |
| 927 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction ofEngineer in Charge. |
| 928 | P/L 12 mm thick cement plaster of 1:3 mix in single coat i/c finishing even and smooth and curing complete. |
| 929 | Carraige of stock materials by mechanical transport to the work site. |
| 930 | Cement: |
| 931 | Surface Road (27 KM) |
| 932 | Loading/Unloading |
| 933 | For Distance 3500m |
| 934 | Sand: |
| 935 | Surface Road (30 KM) |
| 936 | Stonechips: |
| 937 | Surface Road (30 KM) |
| 938 | Stone: |
| 939 | Surface Road (30 KM) |
| 940 | Loading/Unloading |
| 941 | Headload for 3500m distance |
| 942 | SEDIMENTATION TANK: (10 Cum) |
| 943 | Site development & jungle clearance |
| 944 | Excavation in soil in hilly area by manualmeans including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres. |
| 945 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 946 | Providing and laying stone Soling in building works with clean hard selected stones, all complete. |
| 947 | Providing and laying in position cement concrete of 1:4:8 mix inclding compacting curing etc. all complete.(1:4:8) |
| 948 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. (1:1.5:3) |
| 949 | Supplying / bending, binding in position tor steel reinforcement in all RCC works i/c cost of binding wires. All complete. |
| 950 | Providing, fixing and removing form work for casting RCC items with imported available timber |
| 951 | Foundation and footing |
| 952 | Wall |
| 953 | Slab |
| 954 | P/L 12 mm thick cement plaster of 1:3 mix in single coat i/c finishing even and smooth and curing complete. |
| 955 | Providing integral waterproofing compound in mixture of cement concrete/Reinforced Concrete/Cement Motar @200ml per 50 kg of cement in accordance to IS: 2645 and IS:9103 standard for waterproofing of concrete and sand cement mortar in part/portion of structures subjected to ingress of water/moisture like basement, roof slabs, water tanks & water retaining structures, external plastering, bathrooms and balconies, sumps and drains etc (Dr fixit pidiproof LW+/ Perma Plast-O-Proof/ Endura E160/Aquaplast WPL/WEBER MIXIL/equivalent) (ONLY FOR CAST IN SITU IN NOMINAL MIXES) |
| 956 | Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge. |
| 957 | White washing three or more coats with white lime to give an even shade including cleaning the surface to remove dirt, dust, mortar drop etc on new surface complete. |
| 958 | Dampproof course 40mm thick |
| 959 | Providing Neat Cement Finish to the inside wall of RCC Tank. (L.S) |
| 960 | P/F/F Overflow,washout,inlet,outlet. (L.S) |
| 961 | Carraige of stock materials from store by mechanical transport to the work site. |
| 962 | Surface Road (27 KM) |
| 963 | Loading/Unloading |
| 964 | Head Calculation (To be paid on actual) |
| 965 | For 3500m distance |
| 966 | Carraige of non-stock materials by mechanical transport to the work site. |
| 967 | Sand: |
| 968 | Surface Road (30 KM) |
| 969 | StoneChips: |
| 970 | Surface Road (30 KM) |
| 971 | Stone: |
| 972 | Surface Road (30KM) |
| 973 | Loading/Unloading |
| 974 | Head load for non-stock |
| 975 | For 3500m distance |
| 976 | RESERVOIR TANK (15 Cum): |
| 977 | Site development & jungle clearance. |
| 978 | Excavation in soil in hilly area by manualmeans including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres. |
| 979 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 980 | Sedimentation Tank |
| 981 | Providing and laying stone Soling in building works with clean hard selected stones, all complete.(Manual means) |
| 982 | Base of Sedimentation Tank |
| 983 | Providing and laying in position cement concrete of specified mix inclding compacting curing etc. all complete.(1:4:8 mix ) |
| 984 | Base of Sedimentation Tank |
| 985 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. |
| 986 | 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge) |
| 987 | Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of binding wires, all complete. |
| 988 | Base of Sedimentation Tank |
| 989 | Wall |
| 990 | Floor slab, roof slab, landing, balcony and access platform. |
| 991 | Sedimentation Tank Slab |
| 992 | P/L 12 mm thick cement plaster of specified mix in single coat i/c finishing even and smooth and curing complete. (1:3 mix) |
| 993 | Providing integral waterproofing compound in mixture of Cement Concrete/Reinforced Concrete/Cement Mortar @200ml per 50 kg of cement in accordance to IS : 2645 and IS: 9103 standards for water proofing of concrete and sand cement mortar in the part/portion of structures subjected to ingress of water/moisture like basements, roof slabs,water tanks & water retaining structures,external plastering, bathrooms and balconies,sumps and drains etc (Dr fixit pidiproof LW+/Perma Plast-O-Proof/Endura E160/Aquaplast WPL/Weber MixIL/equivalent) (ONLY FOR CAST IN SITU NOMINAL MIXES) |
| 994 | White washing three or more coats with white lime to give an even shade including cleaning the surface to remove dirt, dust, mortar drop etc on new surface complete. |
| 995 | Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge. |
| 996 | Base of Sedimentation Tank |
| 997 | Providing a neat finish to the inside wall of RCC Tank, all complete. (L.S) |
| 998 | P/F/F Overflow,washout,inlet,outlet. (L.S) |
| 999 | Carriage of non-stock materials by mechanical transport with 30 km radius to the worksite. |
| 1000 | For 27 km Surfaced road |
| 1001 | Loading/unloading |
| 1002 | Headload calculation (To be paid on actual) |
| 1003 | For 3500m distance |
| 1004 | Carriage of non-stock materials by mechanical transport with 30 km radius to the worksite. |
| 1005 | Sand: |
| 1006 | For 30 km Surfaced road |
| 1007 | Stone Chips: |
| 1008 | For 35 km Surfaced road |
| 1009 | Stone: |
| 1010 | For 30 km Surfaced road |
| 1011 | Loading/unloading |
| 1012 | Headload calculation (To be paid on actual) |
| 1013 | For 3500m distance |
| 1014 | PROTECTIVE AND SUPPORT WORK: |
| 1015 | Excavation in soil in hilly area by manualmeans including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres. |
| 1016 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. |
| 1017 | Providing and laying stone Soling in building works with clean hard selected stones, all complete. |
| 1018 | Providing and laying in position cement concrete of 1:4:8 mix inclding compacting curing etc. all complete.(1:4:8) |
| 1019 | Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. (1:1.5:3) |
| 1020 | Supplying / bending, binding in position tor steel reinforcement in all RCC works i/c cost of binding wires. All complete. |
| 1021 | Providing, fixing and removing form work for casting RCC items with imported timber outside the state. |
| 1022 | Footing |
| 1023 | Anchor Pillar |
| 1024 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction ofEngineer in Charge. |
| 1025 | Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete. |
| 1026 | Carraige of stock materials from store by mechanical transport to the work site. |
| 1027 | Surface Road (27 km) |
| 1028 | Loading/Unloading |
| 1029 | Head Calculation (To be paid on actual) |
| 1030 | For 3500m distance |
| 1031 | Carraige of non-stock materials by mechanical transport with 30 km radius to the work site. |
| 1032 | Sand: |
| 1033 | Surface Road (30 km) |
| 1034 | Stonechips: |
| 1035 | Surface Road (30 km) |
| 1036 | Stone: |
| 1037 | Surface Road (30km) |
| 1038 | Loading/Unloading |
| 1039 | Head load for non-stock |
| 1040 | For 3500m distance |
| 1041 | Provision for Valve Chamber (L.S) |
| 1042 | Cost of sign board (Reflective) |
| 1043 | FURNITURE AND FURNISHING OF CONTROL ROOM WITH CLASS IV QUARTER(2 UNIT) AND SECTIONAL OFFICE |
| 1044 | Single size Bed (4\"x6\") |
| 1045 | Office Table with 3 Drawer (1200x600x750\") OD 1118 |
| 1046 | Steel Office Table half Secretariat size(36\"\"x24\"\") |
| 1047 | Executive Table with Drawer (1500x900x725mm)-PL1226 |
| 1048 | Side unit with Drawer & three compartment (800x400x650mm)-PL1223 |
| 1049 | Steel Rack (96\"\"x36\"\"x15\"\") |
| 1050 | Chair with Arms (OC 2500) |
| 1051 | Revolving executive Chair with leatherette Upholstery(RC 8900) |
| 1052 | Perforated 3 Seater Chair 9MS 5730) |
| 1053 | Steel half personal locker with 12 locker (1850x900x400) |
| 1054 | 4 Drawer steel filing Cabinate(1320x460x600) |
| 1055 | Steel half glass door Almirah (1850x900x400) CB 12 |
| 1056 | Smart TV (Sony 43\"\" KLV 43W6600) |
| 1057 | C.C.T.V (With 10 HD Camera, DVR,HDD,Monitor Jack nine including theinstallation charges |
| 1058 | Insulation (Rubber) Mat(4\"x2\") |
| 1059 | Curtain 1.2m width |
| 1060 | Curtain Rod stainless steel with bracket set |
| 1061 | Dustbin |
| 1062 | Matress 4\"thk (4\"x6\") (Single) |
| 1063 | Pillow |
| 1064 | Room Carpet |
| 1065 | Door Foot Mat |
| 1066 | 16\"\" Exhaust Fan |
| 1067 | Computer Desk-CT 109 |
| 1068 | Printer ALL-IN ONE |
| 1069 | HP ALL IN ONE DF01411NPC |
| 1070 | Aps Black UPS |
| 1071 | Keyboard |
| 1072 | Mouse |
| 1073 | Multi purpose plug |
| 1074 | Transportation Charges from Siliguri to worksite. |
| 1075 | Fitting & Fixing Charges of labour for furniture. |
| 1076 | Landscaping, Beautification ,Yard development,Car Parking and miscellanious works. |
| 1077 | Internal electrification |
AI Tender Summary
Tender Timeline
Sep 04, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 26, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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