Tender For Construction Of 220/132/33Kv, (2X160mva+4X63 Mva) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main And Transfer) On Turnkey Basis
Tender Value
44.11 Crore
Estimated cost
Bid Submission
04 Nov 2026
8 days left
EMD
45 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 220/132/33Kv, (2X160mva+4X63 Mva) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main And Transfer) On Turnkey Basis
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Oct-2026 | Corrrigendum 1 | Date | 21-Oct-2026 |
| 2 | 22-Oct-2026 | Corrigendum2 | Date | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Abstract Name of Work:- Construction of 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) on Turnkey Basis Green area to be filled by the Bidder Tender Specification no. SD-1051 (Turnkey) Name of Bidder: Address SUMMARY Lumpsum/Summary Price Schedule Sl.No. DESCRIPTION Schedule AMOUNT (in Rs.) (With GST) |
| 2 | Total Price for Supply of Equipments and Material and Light Luminaires for 220 kV Substation Mohan Road |
| 3 | Total Price for Handling, Erection, Testing & Commissioning Charges for 220 kV Substation Mohan Road |
| 4 | Mandatory Spares |
| 5 | Total Price for Electrical Works (Sl. No. 1+2+3) : |
| 6 | % Discount in Electrical Works: |
| 7 | Discount in Rs in Electrical Works: |
| 8 | Net Price of Electrical works(4-6): |
| 9 | Total Price for Civil Works : |
| 10 | Discount in Rs. for Civil Works : |
| 11 | Net Price for Civil Works(8-9) : |
| 12 | Net Lum Sum Bid Price (Sl. No. 7+10) : Seal of Company Full Signature ………………………… Name ………………… Designation …………… Date …………… Name of Work:- Construction of 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) on Turnkey Basis Green area to be filled by the Bidder Tender Specification no. SD-1051 (Turnkey) Name of Bidder: Address Schedule (Q1) SCHEDULE OF QUANTITIES & PRICES FOR SUPPLY OF EQUIPMENTS/MATERIALS AND SUPPLY OF LIGHT LUMINAIRES FOR 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) S. No. Item/ Equipments along with all accessories as per specifications Unit Tendered Qty. Unit F.O.R. destn. Prices in Rs. (Including Pkg, fwdg, freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.) (5+7) Total FORDestinationPriceswith GST (Rs.) (4*8) |
| 13 | Transformer |
| 14 | 250 KVA, 33/0.415kV Station Transformer |
| 15 | Circuit Breaker |
| 16 | 245kV SF6 Circuit Breaker |
| 17 | 145kV SF6 Circuit Breaker |
| 18 | 36kV Vacuum Circuit Breaker |
| 19 | Current Transformer (CT) |
| 20 | 245kV Current Transformer (1000-800-500-300/1A)(POLYMER TYPE) |
| 21 | 245kV CT Junction Boxes |
| 22 | 145kV CT (800-400-200/1A)(POLYMER TYPE) |
| 23 | 145kV CT Junction Boxes |
| 24 | 36kV Current Transformer (1250-800/1A) (POLYMER TYPE) |
| 25 | 36kV Current Transformer (400-200/1A) with terminal connector |
| 26 | 36kV CT Junction Box |
| 27 | Potential Transformer (PT) |
| 28 | 245kV Capacitor Voltage Transformers |
| 29 | 245kV CVT Junction Boxes |
| 30 | 145kV Potential Transformers |
| 31 | 145kV PT Junction Boxes |
| 32 | 36kV Potential Transformer |
| 33 | 36kV PT Junction Box |
| 34 | Isolator |
| 35 | 36kV Line Isolators with Post Insulators and with earth switch |
| 36 | 36kV Bus Isolators with Post Insulators and without earth switch |
| 37 | 36kV Drop Out Fuse Set with Post Insulators |
| 38 | 245kV Line Isolators with one earth switch (Motorised) (1250amp, central break) |
| 39 | 245kV Bus Isolators without earth switch (Motorised)(1250amp, central break) |
| 40 | 245kV Tandem Isolators (Motorised)(1250amp, central break) |
| 41 | 145kV Line Isolators with one earth switch (Motorised) |
| 42 | 145kV Bus Isolators without earth switch (Motorised) |
| 43 | 145kV Tandem Isolators (Motorised) |
| 44 | Post Insulator |
| 45 | 245kV Post Insulators |
| 46 | 145kV Post Insulators |
| 47 | 36KV Post Insulators |
| 48 | Surge Arrester |
| 49 | 198kV Surge Arrestors (Porcelain type) |
| 50 | 120kV Surge Arrestors (Polymer type) |
| 51 | 30kV Surge Arrestors (Polymer type) |
| 52 | CRP & SAS (as per Technical Specification of SAS) |
| 53 | 220 kV T/F Control Panel for 200/160/100/60 MVA T/F (as per technical specifications of SAS issued by UPPTCL) |
| 54 | 220 kV T/F Protection Panel for 200/160/100/60 MVA T/F (as per technical specifications of SAS issued by UPPTCL) |
| 55 | 220 kV Simplex Feeder C&R Panel (as per technical specifications of SAS issued by UPPTCL) |
| 56 | 220kV Transfer Bus Control Panel (TBC) (as per technical specifications of SAS issued by UPPTCL suitable for double main & transfer bus) |
| 57 | 220kV Control Panel (B/C) (as per technical specifications of SAS issued by UPPTCL) |
| 58 | 132 kV T/F Control & Protection Panel for /63 MVA T/F (as per technical specifications of SAS issued by UPPTCL) |
| 59 | 132kV Simplex Feeder C&R Panel (as per technical specifications of SAS issued by UPPTCL) |
| 60 | 132kV Simplex type bus coupler panel (as per technical specifications of SAS issued by UPPTCL) |
| 61 | 132kV Simplex type transfer bus coupler panel (as per technical specifications of SAS issued by UPPTCL) |
| 62 | 33kV Triple Feeder C&R Panel (as per technical specifications of SAS issued by UPPTCL) |
| 63 | Distributed Type Bus Bar Protection Panel (as per technical specifications of SAS issued by UPPTCL) |
| 64 | SAS (complete set) 220/132 KV S/S as per the UPPTCL specifications |
| 65 | Optical fibre reqd. for SAS as per the specifications |
| 66 | Rotational under frequency Relay Panel(as per technical specifications of SAS issued by UPPTCL) |
| 67 | Battery & Battery Charger |
| 68 | Battery Charger for 110V, 500AH Batteries |
| 69 | 110 V, 500AH Battery Set |
| 70 | Battery Charger for 48V, Float & Boost |
| 71 | 48 V,800AH Battery Set |
| 72 | LT Panel |
| 73 | 110 V DC Distribution Board |
| 74 | 415 V AC Distribution Board for 220KV S/s |
| 75 | 415 V AC Lighting Distribution Board(outdoor) |
| 76 | 415 V AC Lighting Distribution Board(indoor) |
| 77 | 48 V DC Distribbution Board |
| 78 | 10MVAR 33KV Capacitor Bank with all associated equipment (oil cooled cu wound reactor type) |
| 79 | Cable |
| 80 | 1.1 KV PVC FRLS Unarmoured Copper Control Cable 12.1.1 2 core * 2.5 sq. mm. KM 40.0 12.1.2 4 core * 2.5 sq. mm. KM 60.0 12.1.3 6 core * 2.5 sq. mm. KM 50.0 12.1.4 10 core * 2.5 sq. mm. KM 20.0 |
| 81 | 1.1 KV PVC FRLS Unarmoured Alluminium Power Cable 12.2.1 3.5 core * 400 sq. mm KM 1.0 12.2.2 3.5 core * 95 sq. mm KM 1.5 12.2.3 3.5 core * 50 sq. mm KM 1.5 |
| 82 | Structure & Earthing Material |
| 83 | Lattice Type Main Structures |
| 84 | Lattice type Auxiliary Structures |
| 85 | Earthing Mat 13.3.1 40mm MS Rod for Main Earthmat Meter 18000.0 13.3.2 40mm dia, 3000mm MS Earth Electrodes Nos 940.0 13.3.3 MS Flat for earthing (i) 75 x 10mm meter 6000.0 (ii) 50 x 6mm meter 16000.0 (iii) 25 x 6mm meter 9000.0 |
| 86 | Energy Meter |
| 87 | 0.2S accuracy class ABT Energy Meter |
| 88 | ABT Energy metering panel with one main & one check rack |
| 89 | Network Switch-16 Port, (14Cu+2 FO with FO Communication module (industrial frade) |
| 90 | Data Concentrator (DCU)/ Communication Gateway (IG) |
| 91 | Lan Cable |
| 92 | PVC Conduit Pipe-3/4 |
| 93 | Conductor |
| 94 | AAC Tarantulla |
| 95 | ACSR Zebra |
| 96 | ACSR Panther |
| 97 | 70 KN Antifog Disc Insulator |
| 98 | Hardware Fittings |
| 99 | Single Tension Fittings Suitable for 17.1.1 AAC Tarantulla Nos 192.0 17.1.2 ACSR Zebra Nos 342.0 17.1.3 ACSR Panther Nos 21.0 |
| 100 | Single Suspension Fittings Suitable for 17.2.1 AAC Tarantulla Nos 75.0 17.2.2 ACSR Zebra Nos 123.0 17.2.3 ACSR Panther Nos 12.0 |
| 101 | PG clamps suitable for - 17.3.1 Tarantulla / Zebra Nos. 420.0 17.3.2 Tarantulla / Tarantulla Nos. 45.0 17.3.3 Tarantulla / Panther Nos. 112.0 17.3.4 Zebra / Zebra Nos. 720.0 17.3.5 Zebra / Panther Nos. 60.0 17.3.6 Panther/Panther Nos. 120.0 |
| 102 | Bus Post Clamps suitable for- 17.4.1 Tarantulla Nos. 15.0 17.4.3 Zebra Nos. 70.0 17.4.4 Panther Nos. 20.0 |
| 103 | Fire Fighting equipments |
| 104 | Portable AFF mechanical foam type Fire Extinguisher complete with initial charge hose pipe and all other accessories and fittings as as per latest IS, trolley mounted 45/50 lit. cap. |
| 105 | Fire Extinguisher carbon dioxide (CO2) as per latest IS 18.2.1 22.5 kg No 10.0 18.2.2 9 kg Nos 10.0 18.2.3 4.5 kg Nos 15.0 |
| 106 | Sand buckets |
| 107 | Stands for sand buckets suitable for 6 buckets |
| 108 | Supply of 250 KVA, 440V silent type DG set alongwith accessories & control panel |
| 109 | CBL TRAY,GALVANISED: G.I. perforated trays of various sizes for all cable trenches in switchyard, control room |
| 110 | 150mm |
| 111 | Lighting and Luminaires (Philips/CGL/Bajaj/UPPTCL approved-make) |
| 112 | Out-door lighting for 220KV Substation |
| 113 | Control Room Building Lighting |
| 114 | Relay and Protection Panel Rooms Lighting |
| 115 | DG Set Areas Lighting |
| 116 | Switchyard/Street Lighting (High Mast Lighting System) |
| 117 | TESTING EQUIPMENTS (UPPTCL approved-make) |
| 118 | Automatic Transformer Oil BDV Test Set as per 220kV S/S TS |
| 119 | Thermal Imaging Camera (640x480px) SATIR/FLIR make |
| 120 | 10kV Digital Insulation tester (Megger make ) |
| 121 | Digital Multimeter(4 &1/2) (Motvani make ) |
| 122 | 3 Meter Long Earthing/ Discharge Rod having 10 Meter, 18 sq mm multi strands PVC Copper Cable |
| 123 | Earth Resistance Tester |
| 124 | Fiber Optic Terminal Equipment (FOTE) SDH (STM-16) |
| 125 | Base equipment suitable for 04 directions in subrack fully equipped with all necessary common cards, power supply cards, other hardware & accessories including 10 Nos. optical patch cords of lengths as per site requirements, DDF etc. with redundant CPU. |
| 126 | Optical Base Card for 04 directions (STM-16) , should also support STM-1 & STM-4 interfaces. |
| 127 | Short Haul, STM-16, 1310nm SFP Transceiver - S16.1 |
| 128 | Long Haul, STM-16, 1310nm SFP Transceiver- L-16.1 |
| 129 | Long Haul, STM-16, 1550nm SFP Transceiver- L-16.2 |
| 130 | E1 Interfaces (120 Ohm) ( 32 Interfaces with 2 Cards) |
| 131 | L2 Etherner Interfaces 10/100 Base T (16 Interfaces with minimum 2 cards) |
| 132 | VOIP Phone |
| 133 | Equipment cabinet for SDH and DTPC 2200mm (h) including 100mm base, w x d should be suitable for 19\\" or 23\\" Rack |
| 134 | MDF (200 Pairs), mounted in cabinet |
| 135 | 04 Command Standalone Digital Tele-protection Couples fully equipped with all necessary common cards, power supply cards, other hardware accessories, connectors, cables, subrack with E1 path cord set of 04 etc. |
| 136 | Bay Marshalling Kiosk |
| 137 | For 220kV Switchyard for 220KV S/s |
| 138 | For 132kV Switchyard for 220KV S/s |
| 139 | Pale Fencing |
| 140 | 90/105 lbs Straight rail for T/F plinth |
| 141 | Mulsifyre System, including erection & Commissioning, with all equipments & associated materials on all 200/160/100/60MVA T/F Total (A) (INR) : Note : 1- Bidder is required to quote prices in this Schedule for all the individual items/sub-items. 2- Please confirm that the prices are after taking into account ITC benefits. As per section 171 of CGST act 2017 , \\" any reduction in rate of tax any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensureate reduction of prices. Hence supplier/ manufacture to ensure to passe the benefit of reduced prices to UPPTCL. Further prices quoted by supplier/manufacturer is subject to scrutiny under above section.\\" 3- Evaluation of Tender shall be made after loading 18% GST (present rate) on all items including supply, erection, Testing & commissioning and civil work asuming the work as Work Contract. Seal of Company Full Signature ……………………………………………………………. Name ………………………………………………………………………….. Designation ………………………………………………………………. Date …………………………………………………………………………… Name of Work:- Construction of 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) on Turnkey Basis Green area to be filled by the Bidder Tender Specification no. SD-1051 (Turnkey) Name of Bidder: Address Schedule (Q2) HANDLING, ERECTION, TESTING & COMMISSIONING CHARGES 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) Sl. No. Item/ Equipments along with all accessories as per specifications Unit Tendered Qty Unit F.O.R. destn. Prices in Rs. (Including Pkg,fwdg,freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.) (5+7) Total FOR Destination Prices with GST (Rs.) (4*8) |
| 142 | Transformer |
| 143 | EREC 160 MVA,220/132 KV TRF |
| 144 | EREC 63 MVA,132/33KV TRF |
| 145 | EREC 250KVA,33/0.4KV TRF |
| 146 | Circuit Breaker |
| 147 | EREC OF 245KV CB |
| 148 | EREC OF 145KV CB |
| 149 | EREC OF 36KV VCB |
| 150 | Current Transformer (CT) |
| 151 | EREC OF 245KV CT |
| 152 | EREC OF JB FOR 245KV CT |
| 153 | EREC OF 145KV CT |
| 154 | EREC OF JB FOR 145KV CT |
| 155 | EREC OF 36KV CT |
| 156 | EREC OF JB FOR 36KV CT |
| 157 | Potential Transformer (PT) |
| 158 | EREC OF 245KV CVT |
| 159 | EREC OF JB FOR 245KV CVT |
| 160 | EREC OF 145KV PT |
| 161 | EREC OF JB FOR 145KV PT |
| 162 | EREC OF 36KV PT |
| 163 | EREC OF JB FOR 36KV PT |
| 164 | Isolator |
| 165 | EREC OF 245KV LINE ISO W/1ES |
| 166 | EREC OF 245KV BUS ISO |
| 167 | EREC OF 245KV TANDEM ISO W/1ES |
| 168 | EREC OF 145KV LINE ISO W/1ES |
| 169 | EREC OF 145KV BUS ISO |
| 170 | EREC OF 145KV TANDEM ISO W/1ES |
| 171 | EREC OF 36KV LINE ISO |
| 172 | EREC OF 36KV BUS ISO |
| 173 | EREC OF 36KV DROP OUT FUSE SET |
| 174 | Post Insulator |
| 175 | EREC OF 245KV POST INSULATOR |
| 176 | EREC OF 145KV POST INSULATOR |
| 177 | EREC OF 36KV POST INSULATOR |
| 178 | Surge Arrester |
| 179 | EREC OF 198KV LIGHTNING ARRESTER / SURGE ARRESTOR |
| 180 | EREC OF 120KV LIGHTNING ARRESTER / SURGE ARRESTOR |
| 181 | EREC OF 30KV LIGHTNING ARRESTER / SURGE ARRESTOR |
| 182 | CRP & SAS (as per Technical Specification of SAS) |
| 183 | EREC OF UNDER FREQUENCY RELAY PANEL |
| 184 | EREC OF 220/132kV T/F Control Panel for 160MVA T/F |
| 185 | EREC OF 220/132kV T/F Protection Panel for 160MVA T/F |
| 186 | EREC OF 220kV Simplex Feeder C&R Panel |
| 187 | EREC OF 220kV Transfer Bus Control Panel (TBC) |
| 188 | EREC OF 220kV Control Panel (B/C) |
| 189 | EREC OF 132/33kV T/F Control & Relay Panel for 63MVA T/F |
| 190 | EREC OF 132kV Transfer Bus Control Panel (TBC) |
| 191 | EREC OF 132kV Control Panel (B/C) |
| 192 | EREC OF 132kV Simplex Feeder C&R Panel |
| 193 | EREC OF 33KV Simplex Tripple Feeder C&R Panel |
| 194 | EREC OF SAS PANEL |
| 195 | EREC OF Distributed Type Bus Bar Protection Panel |
| 196 | EREC OF OPTICAL FIBRE FOR SAS |
| 197 | Battery & Battery Charger |
| 198 | EREC OF 110V, 500Ah BATTERY SET |
| 199 | EREC OF 110V, 500Ah BATTERY CHARGER |
| 200 | EREC OF 48V BATTERY SET |
| 201 | EREC OF 48V BATTERY CHARGER |
| 202 | LT Panels |
| 203 | EREC OF 110V DCDB |
| 204 | EREC OF 415V ACDB |
| 205 | EREC OF 415V LIGHTING DIST BOARD (Outdoor/Indoor) |
| 206 | EREC OF 48V DCDB |
| 207 | EREC OF BAY MARSHALLING KIOSK (220kV/132kV) |
| 208 | EREC of 10MVAR, 33kV Capacitor Bank alonwith all its Accessories |
| 209 | Cable |
| 210 | 1.1 KV PVC FRLS Unarmoured Copper Control Cable 12.1.1 LAYING 2CX2.5SQMM UNARM CTRL CABLEincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 40.0 12.1.2 LAYING 4CX2.5SQMM UNARM CTRL CABLEincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 60.0 12.1.3 LAYING 6CX2.5SQMM UNARM CTRL CABLEincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 50.0 12.1.4 LAYING 10CX2.5SQMM UNARM CTRL CABLEincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 20.0 |
| 211 | 1.1 KV PVC FRLS Unarmoured Alluminium Power Cable 12.2.1 LAYING 3.5 core * 400 sq. mmincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 1.0 12.2.2 LAYING 3.5 core * 95 sq. mmincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 1.5 12.2.3 LAYING 3.5 core * 50 sq. mmincluding Terminations of cables (COMPLETE IN ALL RESPECT) KM 1.5 |
| 212 | Structure & Earthing Material |
| 213 | EREC,STRUCTURES, MAIN/AUX, INCLACCS: with MS angles, channels, plates, nuts, bolts, step bolts, U bolts, spring washers, etc. and any other required material |
| 214 | LAYG MS BAR700MM-40MM DIA 40mm for Main Earthmat |
| 215 | LAY,ELECTRODE,MS ROUND,40MMX3M,BLW GND 40mm Dia MS Electrode (3 M Long) |
| 216 | FRESH EARTHG,W/FLAT,75X10MM |
| 217 | FRESH EARTHG,W/FLAT,50X6MM |
| 218 | FRESH EARTHG,W/FLAT,25X6MM |
| 219 | Energy Meter |
| 220 | EREC OF ABT ENERGY METER |
| 221 | EREC OF ABT ENERGY METERING PANEL with one main & one check rack |
| 222 | INSTALLATION,DCU/GATEWAY/ETC including installation of Network Switch-16 Port, (14Cu+2 FO with FO Communication module (industrial frade), LIU (Light Interfacing Unit) with patchcord & accessories, Network Switch-08 Port, Data Concentrator (DCU)/ Communication Gateway (IG), laying of Lan Cable, PVC Conduit Pipe-3/4, OFC Cable Armoured (6P), HDPE Conduit Pipe 32mm |
| 223 | Stringing of Conductors |
| 224 | Stringing of Bus bars comprising of Conductors Tension & Suspension stings complete with anti fog type disc insulators, tension & suspension clamps, PG clamps, Bus post clamps, connectors, earth wires and all other required material for |
| 225 | 220 KV Main Bus I & II |
| 226 | 220 KV Transfer Bus |
| 227 | 132 KV Jack Bus for |
| 228 | 220kV Feeder |
| 229 | 160 MVA Transformer |
| 230 | 132 KV Main Bus I & II |
| 231 | 132 KV Transfer Bus |
| 232 | 132kV Feeder |
| 233 | 63 MVA Transformer |
| 234 | Bus Coupler |
| 235 | 33 KV Main Bus |
| 236 | 33 KV Auxilliary Bus |
| 237 | JUMPERING TRF & ASSOC. EQUIP.Baywise interconnection of equipments with specified conductors ( jumpering ) for complete substation including but not limited to:1. 160 MVA Transformer Bay Including 220kV & 132kV Bays2. 220kV Feeder Bays3. 220kV Bus coupler Bays/Transfer Bus coupler bays4. 63 MVA Transformer bay including 132 KV &33KV side bays5. 132 KV Feeder Bay6. 132 KV Bus Coupler Bay7. 132 KV Transfer Bus Coupler Bay8. 33 KV Feeder Bay9. 33 KV Bus Coupler Bay10. 33 KV Bay for station Transformer, etc., (COMPLETE IN ALL RESPECT) |
| 238 | Fire Fighting equipments |
| 239 | EREC OF FIRE FIGHTING SYSTEM (COMPLETE IN ALL RESPECT) |
| 240 | DG Set |
| 241 | EREC OF 250 KVA DG SET conforming to latest MoEFCC/CPCB guidelines |
| 242 | Cable Tray |
| 243 | INSTALL,TRAY,CABLE,INCL FABRICATION/ETC |
| 244 | FOTE Equipments |
| 245 | ERECTION/LAYING/T&C,STM-16,FOTEErection of Fiber Optic Terminal Equipment (FOTE) SDH (STM-16) including but not limited to installation /erection of :1. Base equipment suitable for 04 directions in subrack fully equipped with all necessary common cards, power supply cards, other hardware & accessories including 10 Nos. optical patch cords of lengths as per site requirements, DDF etc. with redundant CPU.2. Optical Base Card for 04 directions (STM-16)3. Short Haul & Long Haul4. E1 Interfaces & L2 Etherner Interfaces5. VOIP Phone6. Equipment cabinet for SDH and DTPC 2200mm (Alongwith 110V to 48V DC-DC Converter)7. MDF (200 Pairs), mounted in cabinet8. 04 command standalone Digital Tele-Protection Coupler (DTPC) fully equipped with necessary common cards power Supply Cards other Hardware accessories Connectors Cables Subtrack with E I path cords set of 04 etc.(COMPLETE IN ALL RESPECT) |
| 246 | Erection of Pale Fencing |
| 247 | Erection of 90/105 lbs Straight rail for T/F plinth |
| 248 | Erection of Lighting Equipment |
| 249 | Installation and commissioning of Mulsifyre System Total (B) (INR) : Note : 1- Bidder is required to quote prices in this Schedule for all the individual items/sub-items. 2- Please confirm that the prices are after taking into account ITC benefits. As per section 171 of CGST act 2017 , \\" any reduction in rate of tax any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensureate reduction of prices. Hence supplier/ manufacture to ensure to passe the benefit of reduced prices to UPPTCL. Further prices quoted by supplier/manufacturer is subject to scrutiny under above section.\\" 3- Evaluation of Tender shall be made after loading 18% GST (present rate) on all items including supply, erection, Testing & commissioning and civil work asuming the work as Work Contract. Seal of Company Full Signature ……………………………………………………………. Name ………………………………………………………………………….. Designation ………………………………………………………………. Date …………………………………………………………………………… Name of Work:- Construction of 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) on Turnkey Basis Green area to be filled by the Bidder Tender Specification no. SD-1051 (Turnkey) Name of Bidder: Address Schedule (Q3) BILL OF QUANTITION FOR SUPPLY OF MANDATORY SPARES PARTS FOR 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) Sl.No. Item/ Equipments along with all accessories Unit Qty. Unit F.O.R. destn. Prices in Rs. (Including Pkg,fwdg,freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.)(5+7) Total FORDestination Priceswith GST (Rs.)(4*8) |
| 250 | 2.0 Spares For 245kV Circuit Breaker |
| 251 | Closing Coil assembly |
| 252 | Trip Coil assembly For 145kV Circuit Breakers |
| 253 | Closing Coil assembly |
| 254 | Trip Coil assembly |
| 255 | Pressure gauge & coupling devices (one of each type) Total (C) (INR) : Note : 1- Bidder is required to quote prices in this Schedule for all the individual items/sub-items. 2- Please confirm that the prices are after taking into account ITC benefits. As per section 171 of CGST act 2017 , \\" any reduction in rate of tax any supply of goods or services or the benefit of input tax credit shall be passed on to the recipient by way of commensureate reduction of prices. Hence supplier/ manufacture to ensure to passe the benefit of reduced prices to UPPTCL. Further prices quoted by supplier/manufacturer is subject to scrutiny under above section.\\" 3- Evaluation of Tender shall be made after loading 18% GST (present rate) on all items including supply, erection, Testing & commissioning and civil work asuming the work as Work Contract. Seal of Company Full Signature ……………………………………………………………. Name ………………………………………………………………………….. Designation ………………………………………………………………. Date …………………………………………………………………………… Name of Work:- Construction of 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) on Turnkey Basis Green area to be filled by the Bidder Tender Specification no. SD-1051 (Turnkey) Name of Bidder: Address Schedule (Q6) Bill of QuantityName of Work :- Construction of Main Gantry, Aux. Foundation, Cable Trenches, Transformer Foundation, Firewall, Capacitor Bank, Control Room Building, Store shed, Security Hut and Gate, Sump House, Chain link fencing, Drain, Culvert, C.C. Road, Park & Plantation,Water supply works, Fire Hydrant System, CTR Foundation & 50 KL O.H Tank, Tube Well Boring and Mis. Development Works etc. at 220/132/33kV, (2x160MVA+4x63 MVA) Substation Mohan Road (Anant Nagar Yojna), Lucknow (Double Main and Transfer) Sl. No. Service Long Text Unit Qty Unit F.O.R. destn. Prices in Rs. (Including Pkg,fwdg,freight & insurance charges) Applicable GST Rate In % (Including CGST + UPGST/IGST) Total unit wise GST Amount (Rs.) Total Unit F.O.R. Destination prices with GST (Rs.)(5+7) Total FOR Destination Prices with GST (Rs.)(4*8) |
| 256 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.in All kinds of soil |
| 257 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 258 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 259 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 260 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 261 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 262 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 263 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 264 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 265 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 266 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 267 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 268 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 269 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 270 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 271 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 272 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 273 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 274 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 275 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 276 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 277 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 278 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 279 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand) |
| 280 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Marble work |
| 281 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood 35 mm thick shutters |
| 282 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Float glass panes5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). |
| 283 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 284 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 285 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading |
| 286 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 287 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer |
| 288 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 289 | Providing and fixing ball bearing for rolling shutters. |
| 290 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 291 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 292 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 293 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 294 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 295 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile |
| 296 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 297 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 298 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red |
| 299 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diaMeter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m² |
| 300 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diaMeter |
| 301 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing periMeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the periMeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and periMeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of periMeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 302 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 303 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 304 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 305 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 306 | Neat cement punning. |
| 307 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 308 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 309 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 310 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 311 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats |
| 312 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 313 | Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical paraMeters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane.2mm (for corrugated roof sheets) |
| 314 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 315 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 316 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 317 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 318 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 319 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 320 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. |
| 321 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 322 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid |
| 323 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 324 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x510 mm bowl depth 200 mm |
| 325 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white |
| 326 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 327 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 328 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 329 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal dia Pipes |
| 330 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes |
| 331 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes |
| 332 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes |
| 333 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore |
| 334 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore |
| 335 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore |
| 336 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore |
| 337 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore |
| 338 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore |
| 339 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 65 mm dia nominal bore |
| 340 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore |
| 341 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore |
| 342 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 343 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore |
| 344 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. |
| 345 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore |
| 346 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore |
| 347 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore |
| 348 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore |
| 349 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter |
| 350 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class II |
| 351 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 352 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 353 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 354 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 355 | Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 356 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg |
| 357 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. |
| 358 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. |
| 359 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes. |
| 360 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 361 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 362 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 363 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 364 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness |
| 365 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 400 mm dia |
| 366 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 400 mm dia |
| 367 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 368 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 369 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 370 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 371 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 372 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 373 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia |
| 374 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp |
| 375 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 376 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia |
| 377 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 378 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 379 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 380 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm |
| 381 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 382 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 383 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 384 | Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 385 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. Prestigious works / Rajpath/C Hexagon (1 Mali for I.OOAcre) |
| 386 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material's as per direction of officer in charge (excluding cast of plant & water) Hedge Plant/Ground cover |
| 387 | Providing and Displaying Dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with Green painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 388 | Providing and Displaying Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 389 | Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as perdirection ofthe officer-in-charge. |
| 390 | Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 391 | Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 392 | Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 393 | Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 394 | Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost), coarse sand and cement in proportion of 12:6:1 in foundations and under floors, including cost of all labour, materials, T&P etc required for proper completion of work. |
| 395 | Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. |
| 396 | Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit) |
| 397 | Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. |
| 398 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work |
| 399 | Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . |
| 400 | Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. |
| 401 | Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . |
| 402 | S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. |
| 403 | S/F in position 105 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. |
| 404 | Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) |
| 405 | Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . |
| 406 | Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). |
| 407 | Same in NSI item-23 above but for auxiliary structure. (labour rate only). |
| 408 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). |
| 409 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. |
| 410 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. |
| 411 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC |
| 412 | As in NSI item No.-35 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. |
| 413 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position |
| 414 | Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. |
| 415 | Providing and fixing MS reducer for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. b)200x150 mm |
| 416 | Supply and fixing support clamps for column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. 65 mm dia. |
| 417 | Lowering of M.S. column pipe in tubewell including supply of nuts, and bolts, packing and also carriage of pipe from workshop to site including all labour, T&P etc. required for proper completion of the work. 80/65/50/40/32 mm dia. |
| 418 | Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. |
| 419 | Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). |
| 420 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. d) for 5 H.P pump set three phase |
| 421 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. e) for 7.5 H.P pump set three phase |
| 422 | Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. f) three phase 7.5 HP outlet 65 mm dia. or more, Head 57/46, Discharge 24000/30000 LPH |
| 423 | Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. |
| 424 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. |
| 425 | Providing and fixing SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. |
| 426 | Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. |
| 427 | Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. c) 110 mm Dia. |
| 428 | Providing and fixing SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia |
| 429 | Providing and fixing SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia |
| 430 | Providing and fixing SWR, PVC ( Finolex or equivalent ) Coupler including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia |
| 431 | Providing and fixing SWR, PVC ( Finolex or equivalent ) plain Tee including cost of all materials, labour and T&P etc required for proper completion of the work. 110 mm dia |
| 432 | S/F full way 63/65 mm dia Fire hydrant Gun Metal Gate Valve heavy quality including supply of all labour , material andT & P for proper completion of work |
| 433 | P/F Male & Female coupling 63/65 mm dia. Gun metal BSI marked confirming to IS:903 heavy quality including supply of all labour , material and T & P for proper completion of work |
| 434 | P/F Short Branch pipe Gun Metal BSI marked heavy quality including supply of all labour , material and T & P for proper completion of work. |
| 435 | P/F 63 mm dia RLL Hose Pipe heavy quality having length 15.0 m including supply of all labour , material andT & P for proper completion of work. |
| 436 | P/F MS Hose Box Single Door with stand for 15 mt RRL Hose heavy quality including supply of all labour , material andT & P for proper completion of work. |
| 437 | Placing of 10 KL PVC Tank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work. |
| 438 | Contouring of sub-station with help of leveling instrument/ total station instrument & staff including plotting of trees and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. |
| 439 | Marking of building and foundation in new sub-station (132/220 KV) in UPPCL land as per approved layout drawing with help of Theodolite/ total station instrument and closing of Travers for main Gantry etc including cost of all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. |
| 440 | Making borehole in all type of soil by any method required as per site conditions in accordance with IS specification No 1982-1979 and 1498-1970 and conducting standard penetration test in accordance with IS specification No 2131 – 1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbed soil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole in accordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearest waterwell ) Each Boreholes to be bored upto 15.00 depth. |
| 441 | Undisturbed soil samples collected in field will be tested in Laboratory and preparation of samples for tests mentioned below, will be done/governed in accordance with IS 2720 (Part 1)-1983i)Tri axial compression test and determination of shear parameters(c&) as per ISS –2720 (Part ix) ISS 2720-(Part xii) ISS 2720-(Part xiii) on silty/sandy soil .Consolidation Test as per ISS-2720( Part xv )on clay soilii)Sieve analysis test as per ISS 2720 (Part iv)iii) Atterberg’s limit tests as per ISS –2720 (Part v)iv)Particle size analysis test as per ISS 2720 (Part iv)v)Natural moisture content test as per ISS 2720 (Part vi)vi)Wet density test and dry density test as per ISS 2720 (Part vi)vii)Specific gravity test as per ISS 2720 (Part iii) section 2 Disturbed soil samples will be prepared in accordance with ISS 2720 (Part I) 1983 and tested as followsi)Sieve analysis test as per ISS – 2720 (part iv)ii)Atterberg’s limit tests as per ISS- 2720(Part v) |
| 442 | Conducting plate load test near CONTROL ROOM BUILDING site at specifed depth as per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report. |
| 443 | Supply and Installation in complete respect of 2 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge. |
| 444 | Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. |
| 445 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge. |
| 446 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. |
| 447 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. |
| 448 | Supplying and drawing following 3 x 2.5 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 449 | Supplying and drawing following 3 x 4 sq. mm sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 450 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C |
| 451 | Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. |
| 452 | Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 453 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 454 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 455 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 456 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 457 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps |
| 458 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps |
| 459 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door |
| 460 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door |
| 461 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR Civil 10.18) |
| 462 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm) |
| 463 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm) |
| 464 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm) |
| 465 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm) |
| 466 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm) |
| 467 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm) Furniture |
| 468 | Supply of Executive office table size W2400 X D2100 X H750 PLPB Top, Extruded aluminium profile Geeken or equivalent make as approved by E/I. (Model No. EWOKE 1) |
| 469 | Supply of Executive office table size W2000 X D1850 X H750 Particle board top Geeken or equivalent make as approved by E/I. (Model No. EXCLUSIVE 2) |
| 470 | Supply of Back Storage unit size W2250 X D450 X H2200 18 mm PLPB, PVC Edge Banded Tape Geeken or equivalent make as approved by E/I. (Model No. EWOKE 4) |
| 471 | Supply of Back Storage unit size W750 X D450 X H2200 18 mm PLPB, PVC Edge Banded Tape Geeken or equivalent make as approved by E/I. (Model No. EWOKE 4) |
| 472 | Supply & Fixing of High back Revolving chair PP Cushion arm ,Gas lift Leatherite Tapestry Geeken or Equvalent make as approved by E/I (Model No. ALTONA 1) |
| 473 | Supply & Fixing of chair with PP seat back and Powder Coated Metal Frame, Geeken or Equvalent make as approved by E/I.(Model No. GB 403) |
| 474 | Supply of steel almirah size W900 X D450 X H1830 Geeken or equivalent make as approved by E/I. (Model No. GMS 10) |
| 475 | Supply and fixing of blind stripe roller dim out Kazage make or equivalent with Haid rail and all material, T&P and labour required for proper completion of job as per direction & approved by Engineer-In-Charge. (NSI) |
| 476 | Supply and installation of U shaped 250 mm X 250 MM Precast RCC Trench (M30, Fe 500) of approved thicknes (Thickness 80-90 mm) including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 477 | Supply and installation of U shaped 450 mm X 450 MM Precast RCC Trench (M30, Fe 500) of approved thicknes (Thickness 80-90 mm) including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 478 | Supply and installation of U shaped 600 mm X 600 MM Precast RCC Trench (M30, Fe 500) of approved thicknes (Thickness 90-100 mm) including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 479 | Supply and installation of U shaped 750 mm X 750 MM Precast RCC Trench (M30, Fe 500) of approved thicknes (Thickness 90-100 mm) including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 480 | Supply and installation of U shaped 350 mm X 500 MM Precast RCC Trench cover (M30, Fe 500) of thicknes 90 mm including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 481 | Supply and installation of U shaped 510 mm X 500 MM Precast RCC Trench cover (M30, Fe 500) of thicknes 90 mm including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 482 | Supply and installation of U shaped 730 mm X 500 MM Precast RCC Trench cover (M30, Fe 500) of thicknes 125 mm including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) |
| 483 | Supply and installation of U shaped 800 mm X 500 MM Precast RCC Trench cover (M30, Fe 500) of thicknes 125 mm including its transportation to the site including lifting,placing and fixing etc, as per the direction of Engineer in Charge. The cost includes all labour , machinery, material for fixing and T&P that may be requierred for propoer completion of the work. (NSI) Total (C) (INR) : Technical Specification I GENERAL OUALITY: -The materials used in the work shall confirm to the latest U.P., P.W.D. detailed specification No. I i.e. chapter for Brick, ballast (for building work) Bricks ballast collection, Stone ballast stone metal collection (for road works) collection of soling stone, collection of river boulders and quarry stone for Apron and pitching, kankar collection, Block kankar collection, Timber, Steel for use as reinforcement. Portland cement sand kankar lime, Building lime (Quick lime or un slaked white lime usually called for lime) slaked lime, cinder. II MORTARS: -The mortars shall conforms to the U.P.,P.W.D detailed specification no. 2 (chapter2) for port land cement mortar for masonry, pointing and plaster, lime cement, lime cement mortar for masonry and plaster, lime mortar, Mud mortar for brick work and plaster etc. III CARRIAGE OF MATERIALS : - The carriage materials shall conform to the U.P., P.W.D. detailed specifications No.3 (Chapter 3) IV EARTH WORK : - The earth work in foundations & plinths (Rock excavation) of foundation, site clearance leveling, dressings and setting out excavation plinth filling in building etc. V CONCRETE /R.C.C. : - The concrete work of all nature including R.C.C. shall conform to the U.P.,P.W.D. detailed specifications No.5 (Chapter 5) for lime concrete (as in foundation) surface lime concrete (as in roofs and floors) R.C.C: work etc. and in cement concrete. VI REINFORCEMENT : - Reinforcement steel bars conforming to IS : 1786-1979 of approved manufacturers such as RATHI, KAMDHENU etc. shall be used in construction works. Structural steel section conforming to IS : 226-1975 shall be used. Test certificate shall be submitted before use. VII BRICK WORK : - The brick work of all nature shall conform to the U.P.,P.W.D. detailed specification No.6 (Chapter 6) for brick work, reinforced bricks work (for roofs and lintels etc.) VIII D.P.C. : - The D.P.C. of all nature shall conform to the U.P. P.W.D. detailed specification No.7 (Chapter 7) for damp proof course. IX STONE MASONRY : - The stone masonry of all nature shall conform to the U.P.,P.W.D. detailed specification No.8 (Chapter 8) for ashlar, coursed stone masonry, coursed rubble stone masonry, random coursed rubble masonry random rubble stone masonry, coolie-walking stone masonry for retaining and breast-walls. X WOOD WORKS : - The wood work of all nature shall conform to the U.P.,P.W.D. detailed specification No.9 (Chapter 9) for wood work wrought framed and fixed in door windows and clearstory windows frames and trusses, fully paneled, fully glazed or part paneled and part glazed shutter's for doors, windows and clear story windows, wood work for battened and braced door and windows shutters, wire gauge fly proof shutters. XI ROOF WORK : - The roof work of all nature shall conform to the U.P. P.W.D. detailed specification no. 11 (Chapter 11) for jack arch roofing, flat roof finished in mud phuska. XII CEILING : - The ceiling of all nature shall conform to the U.P., P.W.D. detailed specification No. 12 (Chapter 12) for planked ceiling and planked partition. XIII PLASTER AND PAINTING : - The plaster and pointing of all nature shall conform to the U.P.,P.W.D. detailed specification No. 13 (Chapter 13) for port land cement plaster or lime cement plaster, white lime plaster or kankar lime plaster pebbles dash and roughcast plaster and pointing. XIV FLOORING:- Flooring of all nature shall conform to the U.P.,P.W.D. detailed specification No. 14 (Chapter 14) for bricks flooring cement concrete floors granolithic floor, glazed earthenware tile work, tiled flooring, wooden Flooring & marble stone flooring. XV SURFACE WASHING : - The surface washing of all nature shall conform to the U.P., P.W.D. detailed specification No. 16 (Chapter 16) for white washing & Colour washing. XVI DEMOLITION: - The demolition shall conform to the U.P., P.W.D. detailed specification No. 17 (Chapter 17) for demolition. XVII ROAD WORK: - The road work of all nature shall conform to the U.P.,P.W.D. detailed specification No. 20 (Chapter 20) for kankar consolidation, Brick Ballast consolidation, stone ballast consolidation, base course or sub base of bricks, surface dressing with bituminous binders. Laying lean premix macadam (8tcm. thick and 10 em. thick base coat and top coat) Laying Bituminous Macadam (50 mm & 80 mm) thick coat of base coat and base course) Laying Asphaltic concrete (40 mm. and 25 mm. thick), Priming with bituminous primers, established soil layer for road based course, established soil with soft aggregate for road base coats laying bitumen carpet (2 mm. thick) laying gap bitumen concrete seal coat, bituminous penetration Macadam (full grout) Use of pre-coated chip for painting work on road and kankar pitching. XVIII All work shall be carried out as per latest U.P, P.W.D. specification and where ever the same is not available the work shall be carried out as per latest Indian standard specification or as per the direction of Engineer-in-charge. XIX The contractor will also ensure license for contract labor under regulation and award act 1070 at Utter Pradesh rules 1978 para-2 and 21. XX All centering, shuttering and scaffolding shall be arranged by the contractor. Form work to be used should be of good quality and no honeycombing in concrete will be allowed. XXI Contractor must have concrete mixture for mixing of all grades of cement concrete at his own cost. XXII For compaction of concrete suitable vibrators will be used with no extra cost. XXIII The contractor will make his own arrangements for electricity / water required for construction of substation. Nothing shall be paid on this account. XXIV The contractor will arrange for temporary stores at the site of work at his own cost. XXV The potable water shall only be used in construction works. XXVI Suitable templates made of MS angles and MS channels for grouting of bolts shall be arranged by the contractor at his own cost. XXVII Regular Testing of construction material as per standard practice or direction of Engineer-in-Charge shall be carried by contractor at his own cost from standard laboratory. XXVIII Regular Cement concrete cubes shall be tested by the contractor as per direction of Engineer-in-Charge at the cost of contractor from testing laboratory. XXIX The top levels of transformer plinth, main gantry foundations, auxiliary structures, cable trenches, transformer roads shall be in same level and final level of ground in switchyard shall be kept 150 mm down from the gantry top unless otherwise approved. XXX All civil work shall be executed according to the approved drawings which shall be submitted by firm and which shall be based on traditional UPPTCL drawings and soil test results to be carried out by the firm from approved laboratory approved by E/I. Working drawings shall be submitted by the contractor/firm within least time and get them approved by the Engineer of Contract before starting work. Any delay in this activity shall not be considered for any compensation/ claim. XXXI The quantities are tentative and may vary to any extent or deleted during execution as per actual approved lay out plan & site condition. XXXII In RCC roof/slab conduit for electrical wiring shall be fixed in position as per drawing alongwith junction box and hexagonal fan hooks as directed by E/I. XXXIII Pozzlona Portland cement confirming to IS 1489(Part 1) 1991 of approved quality like ACC,Ultra Tech,Birla or equi.shall only be used. Seal of Company Full Signature ……………………………………………………………. Name ………………………………………………………………………….. Designation ………………………………………………………………. Date …………………………………………………………………………… |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysNov 04, 2026
17:00 IST
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Upcoming · 8 daysNov 05, 2026
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