View Bid Results For Hdpe Pe Tenders

We found 1755 Bid Results related to hdpe pe tenders. You can find Contractor details who won hdpe pe tenders along with contract details in Bid awards announcements section.

Indian Tenders
32
Live Opportunities India
Analytics
Click Here
Tender Intelligence
Potential Bidders
0+
Verified Vendors
Global Tenders
3
Live Opportunities Worldwide
Filters
Stage
1188
327
240
Tender Publishing Platform
281
1474
State / UT
33
399
287
272
111
96
89
79
54
39
37
35
30
28
27
22
19
18
17
14
13
11
11
7
7
6
5
5
4
4
4
2
2
1
Contract Value
722
376
429
223
Publish Date
7
2
0
0
0
Sector
29
377
354
176
159
157
129
116
72
31
28
27
24
21
20
14
9
8
6
5
4
3
3
3
2
2
2
1
1
1
Ownership
7
943
558
163
84
3
2
2
Within keyword
Active filters:
Showing 1–36 of 1755 tenders matching your filters
Himachal Pradesh View Result →
West Bengal View Result →
3.
Public Administrative Department #11459026 Technical Bid
Tender for Purchasing Of Pvc, Hdpe Fitting Items And Portable Water Tank , Purchasing Of Pvc, Hdpe Fitting Items And Portable Water Tank , 90 Mm Dia 6Kg Pvc Pipe , Is -4985:2000 And Is 7634 Pt-3 , 110 Mm Dia 6Kg Pvc Pipe, Is -4985:2000 And Is 7634 Pt-3 , 160 Mm Dia 6Kg Pvc Pipe , Is -4985:2000 And Is 7634 Pt-3 , 90 Mm Dia 6Kg Pvc Socket, Is -4985:2000 And Is 7634 (Pt-3):2003 , 110 Mm Dia 6Kg Pvc Socket, Is -4985:2000 And Is 7634 (Pt-3):2003 , 160 Mm Dia 6Kg Pvc Socket, Is -4985:2000 And Is 7634 (Pt-3):2003 , 200 Mm Dia 6Kg Pvc Socket, Is -4985:2000 And Is 7634 (Pt-3):2003 , 90 Mm Dia 6Kg Bend, Is -4985:2000 And Is 7634 (Pt-3):2003 , 110 Mm Dia 6Kg Bend, Is -4985:2000 And Is 7634 (Pt-3):2003 , 160 Mm Dia 6Kg Bend, Is -4985:2000 And Is 7634 (Pt-3):2003 , 200 Mm Dia 6Kg Bend, Is -4985:2000 And Is 7634 (Pt-3):2003 , 90X90mm Dia 6Kg Pvc Tee, Is -4985:2000 And Is 7634 (Pt-3):2003 , 110X90mm Dia 6Kg Pvc Tee, Is -4985:2000 And Is 7634 (Pt-3):2003 , 160X90mm Dia 6Kg Pvc Tee, Is -4985:2000 And Is 7634 (Pt-3):2003 , 200X90mm Dia 6Kg Pvc Tee, Is -4985:2000 And Is 7634 (Pt-3):2003 , 90 Mm Dia 6Kg Pvc End Cap , End Cap Soitable For 6Kg /Cm2 Press Pipes , 110 Mm Dia 6Kg Pvc End Cap , End Cap Soitable For 6Kg /Cm2 Press Pipes , 160 Mm Dia 6Kg Pvc End Cap, End Cap Soitable For 6Kg /Cm2 Press Pipes , 200 Mm Dia 6Kg Pvc End Cap , End Cap Soitable For 6Kg /Cm2 Press Pipes , 90 Mm Dia Connection Clamp, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 110 Mm Dia Connection Clamp , Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 200X160mm Dia 6Kg Pvc Reducer , Reducer Suitable For 6Kg /Cm2 Press Pipes , 160X110mm Dia 6Kg Pvc Reducer , Reducer Suitable For 6Kg /Cm2 Press Pipes , 160X90mm Dia 6Kg Pvc Reducer , Reducer Suitable For 6Kg /Cm2 Press Pipes , 110X90mm Dia 6Kg Pvc Reducer , Reducer Suitable For 6Kg /Cm2 Press Pipes , 90 Mm Dia F.T.A 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 110 Mm Dia F.T.A 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 200X160 Mm Dia Reducer Pvc Tee 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 160X110 Mm Dia Reducer Pvc Tee 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 160X90 Mm Dia Reducer Pvc Tee 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 110X90 Mm Dia Reducer Pvc Tee 6 Kg, Molded Fitting Iso 9001 : 2015, Iso 14001: 2015 & Iso 45001:2018 , 32Mm Dia 6Kg Hdpe Pipe , 32Mm Hdpe Pipe 6Kg Pe-63 Is-4985 , 63Mm Dia 6Kg Hdpe Pipe , 63Mm Hdpe Pipe 6Kg Pe-63 Is-4985 , 90Mm Dia 6Kg Hdpe Pipe , 90Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 110Mm Dia 6Kg Hdpe Pipe , 110Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 180Mm Dia 6Kg Hdpe Pipe , 180Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 200Mm Dia 6Kg Hdpe Pipe , 200Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 225Mm Dia 6Kg Hdpe Pipe , 225Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 250Mm Dia 6Kg Hdpe Pipe , 250Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 280Mm Dia 6Kg Hdpe Pipe , 280Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 315Mm Dia 6Kg Hdpe Pipe , 315Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 355Mm Dia 6Kg Hdpe Pipe , 355Mmx6kg Hdpe Pipe (Pe-100) Is-4985 , 500 Ltr Water Tank Four Layer, Blow Mould 500 Ltr Four Layer Tank , 1000 Ltr Water Tank Four Layer, Blow Mould 1000 Ltr Four Layer Tank , 2000 Ltr Water Tank Four Layer, Blow Mould 2000 Ltr Four Layer Tank , 15Mm Dia Upvc Pipe 10 Feet, 20Mm Od S-80 Upvc Plumb Pipe Astm 3 Mtr Length , 25Mm Dia Upvc Pipe 10 Feet, 25Mm Od S-80 Upvc Plumb Pipe Astm 3 Mtr Length , 15Mm Dia Upvc Socket, Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Socket, Upvc Moulded Fitting As Per Is 14735 : 1999 , 15Mm Dia Upvc Tee, Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Tee, Upvc Moulded Fitting As Per Is 14735 : 1999 , 15Mm Dia Upvc Elbow , Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Elbow , Upvc Moulded Fitting As Per Is 14735 : 1999 , 15Mm Dia Upvc Mta Brass, Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Mta Brass, Upvc Moulded Fitting As Per Is 14735 : 1999 , 15Mm Dia Upvc Fta Brass, Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Fta Brass, Upvc Moulded Fitting As Per Is 14735 : 1999 , 15Mm Dia Upvc Union , Upvc Moulded Fitting As Per Is 14735 : 1999 , 25Mm Dia Upvc Union, Upvc Moulded Fitting As Per Is 14735 : 1999
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Madhya Pradesh View Result →
4.
Information and Broadcasting #11422661 AOC
Bids Are Invited For Sitc Crs Radio Station Transmitter Of 50 W Fm Set , Sitc Of Self Supported Transmission Tower , Vhf Transmitting Antenna , Low Loss Feeder Cable With N Connector , Studio Monitor Speaker , On Air Broadcast Console Etc , Dynamic Cardioid Microphone , Portable Solid State Field Recorder , Headphones , Broadcast Audio Processor , Dummy Load With Connector , Extra Lightening Protection Circuit , 19 Equipment Rack Ht 5 Ft Mts Equivalent , Work Station With Antivirus For 3 Years , Audio Editing Software , Automation Scheduling Software Licence , Condensor Microphone With Wind Filter And Arm Stand , Audio Distribution Amplifier , Headphone Distribution Amplifier , 10 Kva Online Ups , Xlr 6 Microphone Junction Box , Professional Audio Line Cable , Professional Microphone Cable , Xlr Connecter Male And Female , Trs Stereo Connecter , Professional On Air Studio Light , Digital Clock With Time , Supply And Fixing Of Work Station Table , Supply And Fixing Of Vob Table , Supply And Fixing Of Discussion Table L Shape , Supply And Fixing Of On Air Table And Side Table , Supply And Fixing Of Shoe Rack , Supply Of Low Frequency Acoustic Treatment , Supply Of Acoustic Treatment , Teak Board Skirting , Supply Of Observation Window , Supply Of Observation Window2 , Supply Of Sound Proof Door With Frame Chaukhatt , Supply Of Executive Chairs Revolving, Standard , Supply Of Visitor Chairs Revolving, Standard , T.V 56 Inch Standard Led Type Ips Panel , Sitc Of Vrv Vrf 10.0 Hp Odu , Sitc Of Cassettee Unit 1.0Hp , Sitc Of Cassettee Unit 1.5Hp , Sitc Of Cassettee Unit 2.0Hp , Sitc Of Remot , Supply, Installation, Testing And Commissioning Of Y Joints , Supply And Fixing Of Refrigent Copper Pipe With Insullation , Supply And Fixing Of Refrigent Conduit Pipe 25Mm Pvc , Internet Works Sitc Of Optic Fibre Cable 6 Core Sm , Sitc Of Patch Cord Ofc - 3 Meter Sc-Lc , Sitc Of Pigtail Ofc - 1 Meter , Sitc Of Cat-6A Cable , Sitc Of 19 Inch 6 U Rack , Sitc Of Lan System , Sitc Of Liu 12 Port , Sitc Of Patch Cord Cat-6 -1 Meter , Sitc Of Patch Cord Cat-6 -2 Meter , Sitc Of Patch Cord Cat-6 -10 Meter , Sitc Of Hdpe Pipe , Supplying And Fixing Io Box Alongwith Base And Cover Plate , Sitc Of Cctv Camera With Night Vision - 5 Mp , Supply And Fixing Of Cat-6 Wire In Pvc Conduit , Sitc Of Cctv Camera , Fire Work Sitc Talk Back Slave Station , Sitc Smoke Detector With Built In Led , Sitc 6 Kg Powder Type Fire Extinguishers , Citc 2 Kg Powder Type Fire Extinguishers , Sitc Addressable Manual Call Point Complete As Required. , Civil Works As Per Boq , Cement Work As Pe Boq , Providing And Laying In Position Cement Concrete Of Specified Grade , Double Charge Vitrified Tiles , Centering And Shuttering , Steel Reinforcement For R.C.C. Work , Smooth Finishing Of The Exposed Surface Of R.C.C. Work , Brick Work With Common Burnt Clay , 12 Mm Cement Plaster Of Mix , Partition Upto Ceiling Height , Cement Fiber Board , Frames Of Doors, Windows, Clerestory Windows , Isi Marked Flush Door Shutters , Universal Hydraulic Door Closer , Structural Steel Work , Polishing In High Gloss Matt Finish Melamine , Bright Finished Brass Hanging Type Floor Door Stopper , False Ceiling With Cove And Design At All Height , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint , Providing And Applying White Cement Based Putty , Wall Painting With Acrylic Emulsion Paint , 2Mm Thick Pvc Mat Finished On Floor Of Approved Design , Ac Duct Made Of Wooden Batten , Sitc Of Vertical Blinds , Electrical Works , Wiring For Light Point Etc , Wiring For Circuit , Supplying And Fixing Following Modular Switch Etc , Supplying And Fixing Following Modular Switch Socket , Supplying And Fixing Following Modular Switchs , Supplying And Fixing Modules , Supplying And Fixing Following Way , Supplying And Fixing Miniature Circuit Breaker , Miniature Circuit Breaker Suitable For Inductive Load , Supplying And Fixing Single Pole Blanking Plate , Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit , Supplying And Fixing Suitable Size Gi Box Wih Modular Plate , Frls Pvc Insulated Copper Conductor , Frls Pvc Insulated Copper Conductor 2 , Frls Pvc Insulated Copper Conductor3 , Frls Pvc Insulated Copper Conductor,4 , 3X2.5 Mm Flexible Wire For Connection , Wiring For Group Controlled , Led 2X2 Luminaire 36W , Recess Mounted Led Downlighter , Wall Fan With Brush Less Direct Current Bldc Total Quantity : 7162
Contract Date: Ref. Documents Contract Value : ₹ 1.21 Crore
Government Departments No of Bidders 4
Odisha View Result →
Uttar Pradesh View Result →
6.
Power #11405690 Technical Bid
Tender for Carriage Of Following Material From Store Center Or From Any Other Place To The Respective Site Of Work Distence Up To 75 Km Through The Kachha Pacca Road Including The Work Of Its Loading & Unloading At The Respective Ends Also Including The Work Of Its Dragging Etc. And Also Including The Cost Of Labour, T & P And Carrier Etc. Required For Proper Completion Of Work. , Steel Tubler Pole Sp-55 11.00 Mtr , Steel Tubler Pole Sp-55 13.00 Mtr , Plain Cement Concrete Pole 9.0 Mtr Long , 33 Kv Steel Cross-Arm 100X50 Mm V-Type , A.C.S.R. Dog Conductor , 33 Kv 3*300 Xlpe Cable , Barbed Wire , Stay Complete Set , Ms Top Channel 125X65x5x3200 Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , Disc Fitting (B&S) 70 Kn , Brecing Angle 65X65x6x4300 Mm , Earthing Complete , Polymer Ic 33 Kv Pin Insulator , Ms Top Channel 33 Kv Line Top Bolt , Supply & Erection Of Following Material As Per Uppcl/Dvvnl/Respo Norms And Standard/Related Is , Hdpe Pipe Pe-80, Pn-6, Dn-140 Mm Dia Pipe For Laying Of 11 Kv , H/S O/D 11 Kv 3*300 Sqmm. J/Kit , Stone Pad 300X300x75 Mm , Ms Nut And Bolt Off Size 4X2.5 , Clamp For 33 Kv V-Type Cross Arm With Bolt , Number Plate With Clamp And N&B , Danger Board With Clamp And N&B , Pg Clamp For Dog To Dog Conductor , F- Clamp For Plain Cement Concrete Clamp & St Pole 33 Kv , E- Clamp For Plain Cement Concrete Clamp & St Pole 33 Kv , Aluminium Paint , Red Oxide , Loop Insulator , Erection Of Following Material Including The Work Of Complete H.T. Fittings As Per Respo Manual And As Per Direction Of Engineer Incharge Including The Cost Of Labour, T & P And Carrier Etc. Required For Proper Completion Of Work. (With Proper Earthing.) , Erection Of Plain Cement Concrete Pole 9 Mtr Long Including The Work Of Complete H.T. Fittings As Per Respo Manual And As Per Direction Of Engineer Incharge Including The Cost Of Labour, T & P And Carrier Etc. Required For Proper Completion Of Work. , Grouting Of Plain Cement Concrete Pole 9 Mtr Long As Per Respo Norms ( Cement, Sand , Blast Stone With The Ration 1:4:8 Will Be Provided By Contractor ) , Erection Of S.T.P Pole 11/13 Mtr Long Including The Work Of Complete H.T. Fittings As Per Respo Manual And As Per Direction Of Engineer Incharge Including The Cost Of Labour, T & P And Carrier Etc. Required For Proper Completion Of Work. , Grouting Of Stp Pole 11/13 Mtr Long As Per Respo Norms ( Cement, Sand , Blast Stone With The Ration 1:4:8 Will Be Provided By Contractor ) , Fixing Of Stay Rod And Its Erection. Stay Wire Should Be Properly Binded And Tightened As Per Standard Specification. , Grouting Of Stay Set As Per Respo Manual And Also Including The Cost Of All Grouting Material, Labour, T & P Etc. Required For Proper Completion Of Work. , Laying, Sagging, Stringing, Binding And Jumpering Etc. Of Acsr Dog Conductor On The Newly Erected Pole/ Old Pole As Per Respo Manual And As Per Direction Of Supervising Engineer. It Includes The Cost Of Labour, T & P, Carries Etc. Required For Proper Completion Of Work. , Laying, Sagging, Stringing, Binding And Jumpering Etc. Of 33 Kv 3*300 Xlpe Cable On The Air/Underground As Per Respo Manual And As Per Direction Of Supervising Engineer. It Includes The Cost Of Labour, T & P, Carries Etc. Required For Proper Completion Of Work. , 33 Kv Steel Cross-Arm 100X50 Mm V-Type , Barbed Wire , Ms Top Channel 125X65x5x3200 Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , Disc Fitting (B&S) 70 Kn , Brecing Angle 65X65x6x4300 Mm , Earthing Complete , Polymer Ic 33 Kv Pin Insulator , Ms Top Channel 33 Kv Line Top Bolt , Laying Of Hdpe Pipe Pe-80, Pn-6, Dn-140 Mm Dia , Making Of J/Kit , Stp Pole Muffing , Dismantling Of Existing 33 Kv Line And Removal Of All Accessories & Fittings From Poles, Re-Rolling Of Conductor And Proper Stacking And Cartage Of Dismantled Conductor & Accessories From Site Of Work To Dvvnl, Store.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
Haryana View Result →
8.
Public Administrative Department #11341972 AOC
Tender For Rate For Water Supply And Hand Pump Repairing Material As Given In The List For The Financial Year 2025-26-- 1 Inviting rate for Water Supply and Hand pump Repairing Material as given in the list for the financial year 2025-26 2 AMPELLERFOR 20 HP MOTOR 3 ANGLE GLINDER 801 4 BASH BASIN BRACKET 5 BOTTLE TREP FOR BASIN 6 BRASSVALVE 1/2 7 BRASSVALVE 2 8 BRASSVALVE 3 9 BRASSVALVE 4 10 BRASSVALVE1.5 11 BRASSVALVE 1 12 BRASSVALVE 3/4 13 BRASSVALVE1.25 14 CASING PIPE ISI MARK10 15 CASING PIPE ISI MARK12 16 CASING PIPE ISI MARK6 17 CASING PIPE ISI MARK7 18 CASING PIPE ISI MARK8 19 CASING SOCKET10 20 CASING SOCKET12 21 CASING SOCKET5 22 CASING SOCKET6 23 CASING SOCKET7 24 CASING SOCKET8 25 CHAIN SAWCHAIN 16 26 CHAIN SAWCHAIN 18 27 CHAIN SAWELECTRIC22 28 CHAIN SAWPETTROL 16 29 CI BAND ISI MARK 3 30 CI BAND ISI MARK2 31 CI BAND ISI MARK4 32 CI BAND ISI MARK6 33 CI BAND ISI MARK7 34 CI BAND ISI MARK8 35 CI BAND ISI MARK 10 36 CI BAND ISI MARK 12 37 CI BAND ISI MARK 2.5 38 CI PIPE ISI MARK 3 39 CI PIPE ISI MARK2 40 CI PIPE ISI MARK4 41 CI PIPE ISI MARK6 42 CI PIPE ISI MARK7 43 CI PIPE ISI MARK8 44 CI PIPE ISI MARK 10 45 CI PIPE ISI MARK 12 46 CI PIPE ISI MARK 2.5 47 CI TEE ISI MARK 3 48 CI TEE ISI MARK2 49 CI TEE ISI MARK4 50 CI TEE ISI MARK6 51 CI TEE ISI MARK7 52 CI TEE ISI MARK8 53 CI TEE ISI MARK 10 54 CI TEE ISI MARK 12 55 CI TEE ISI MARK 2.5 56 CI HANDLE VALVE 1/2 57 CI HANDLE VALVE 2 58 CI HANDLE VALVE 3 59 CI HANDLE VALVE 4 60 CI HANDLE VALVE1.5 61 CI HANDLE VALVE 1 62 CI HANDLE VALVE 3/4 63 CI HANDLE VALVE1.25 64 COMPOUND RUBBER 65 CONDENSOR 200 - 250 MFD 66 CONDENSOR 25 MFD 67 CONDENSOR 36 MFD 68 CONDENSOR 50 MFD 69 CONNECTIONCLAMP HEAVY WITH NUT BOLT 2 70 CONNECTIONCLAMP HEAVY WITH NUT BOLT 2.5 71 CONNECTIONCLAMP HEAVY WITH NUT BOLT10 72 CONNECTIONCLAMP HEAVY WITH NUT BOLT12 73 CONNECTIONCLAMP HEAVY WITH NUT BOLT3 74 CONNECTIONCLAMP HEAVY WITH NUT BOLT4 75 CONNECTIONCLAMP HEAVY WITH NUT BOLT6 76 CONNECTIONCLAMP HEAVY WITH NUT BOLT7 77 CONNECTIONCLAMP HEAVY WITH NUT BOLT8 78 CONNECTION PIPE 12 for washbasin 79 CONNECTION PIPE 18 for washbasin 80 CONNECTION PIPE 24 for washbasin 81 CONNECTION PIPE 30 for washbasin 82 CONNECTION PIPE 36 for washbasin 83 CONNECTION PIPE 48 for washbasin 84 CONNECTION PIPE 60 for washbasin 85 CUT OFF WHEEL (LOHA CUTTER BLADE)10 86 CUT OFF WHEEL (LOHA CUTTER BLADE)12 87 CUT OFF WHEEL (LOHA CUTTER BLADE)14 88 CUT OFF WHEEL (LOHA CUTTER BLADE)4 89 CUT OFF WHEEL (LOHA CUTTER BLADE)5 90 CUT OFF WHEEL (LOHA CUTTER BLADE)6 91 CUT OFF WHEEL (LOHA CUTTER BLADE)8 92 D JOINT CI LINE2 93 D JOINT CI LINE2.5 94 D JOINT CI LINE 10 95 D JOINT CI LINE 12 96 D JOINT CI LINE 3 97 D JOINT CI LINE 4 98 D JOINT CI LINE 6 99 D JOINT CI LINE 8 100 D JOINT GI LINE2 101 D JOINT GI LINE2.5 102 D JOINT GI LINE 10 103 D JOINT GI LINE 12 104 D JOINT GI LINE 3 105 D JOINT GI LINE 4 106 D JOINT GI LINE 6 107 D JOINT GI LINE 8 108 DEMOLITION HAMMER 16 KG 109 DEMOLITION HAMMER 6 KG 110 DHAGA 111 DRILL MACHINE 10 MM 112 DRILL MACHINE 13 MM 113 EXTENSION NIPPULE 1 Steel 114 EXTENSION NIPPULE 1.5 Steel 115 EXTENSION NIPPULE 2 Steel 116 FASTNER 117 FLENCH WASHER2 118 FLENCH WASHER2.5 119 FLENCH WASHER 3 120 FLENCH WASHER 4 121 FOOT BALL2 122 FOOT BALL 2.5 123 FOOT BALL3 124 FOOT BALL4 125 FOOT BALLWASHER2 126 FOOT BALLWASHER2.5 127 FOOT BALLWASHER 3 128 FOOT BALLWASHER4 129 GARDEN PIPE HEAVY DUTY1/2 130 GARDEN PIPE HEAVY DUTY1 131 GARDEN PIPE HEAVY DUTY3/4 132 GASKET 10 133 GASKET 12 134 GASKET 3 135 GASKET 4 136 GASKET 6 137 GASKET 8 138 GI BAND1.5 139 GI BAND2.5 140 GI BAND 1 141 GI BAND 1.25 142 GI BAND 1/2 143 GI BAND 2 144 GI BAND 3 145 GI BAND 3/4 146 GI BAND 4 147 GI BAND 6 148 GI CHEKNUT 2.5*2 149 GI CHEKNUT 3*2.5 150 GI CHEKNUT 4*2 151 GI CHEKNUT 4*3 152 GI ELBOW 4 153 GI ELBOW6 154 GI ELBOW 1.5 155 GI ELBOW 2.5 156 GI ELBOW1 157 GI ELBOW1.25 158 GI ELBOW1/2 159 GI ELBOW2 160 GI ELBOW3 161 GI ELBOW3/4 162 GI PIPE 1.5 163 GI PIPE 2.5 164 GI PIPE1 165 GI PIPE1.25 166 GI PIPE1/2 167 GI PIPE2 168 GI PIPE3 169 GI PIPE3/4 170 GI PIPE4 171 GI PIPE6 172 GI REDUCER 2.5*2 173 GI REDUCER 3*2.5 174 GI REDUCER 4*2 175 GI REDUCER 4*3 176 GI SOCKET1.5 177 GI SOCKET2.5 178 GI SOCKET 1 179 GI SOCKET 1.25 180 GI SOCKET 1/2 181 GI SOCKET 2 182 GI SOCKET 3 183 GI SOCKET 3/4 184 GI SOCKET4 185 GI SOCKET 10 186 GI SOCKET 12 187 GI SOCKET 6 188 GI SOCKET 7 189 GI SOCKET 8 190 GI TEE4 191 GI TEE 6 192 GI TEE1.5 193 GI TEE2.5 194 GI TEE 1 195 GI TEE 1.25 196 GI TEE 1/2 197 GI TEE 2 198 GI TEE 3 199 GI TEE 3/4 200 GI THREADED NIPPULE1.5 201 GI THREADED NIPPULE 2.5 202 GI THREADED NIPPULE1 203 GI THREADED NIPPULE 1.25 204 GI THREADED NIPPULE 1/2 205 GI THREADED NIPPULE 2 206 GI THREADED NIPPULE 3 207 GI THREADED NIPPULE 3/4 208 GI THREADED NIPPULE 4 209 GI UNION4 210 GI UNION 6 211 GI UNION1.5 212 GI UNION2.5 213 GI UNION 1 214 GI UNION 1.25 215 GI UNION 1/2 216 GI UNION 2 217 GI UNION 3 218 GI UNION 3/4 219 GI WIRE 220 GLAN DORI 221 GUNMETAL BUSH20 HP 222 HAMMER DRILL 3 STEP 26 MM 223 HANDPUMP 32 M.M G.I PIPE B CLASS 10 FEET 224 HANDPUMP BANK 225 HANDPUMP BARRING 6202 226 HANDPUMP BARRING 6204 227 HANDPUMP CHAIN 228 HANDPUMP COMPLETE 229 HANDPUMP CYLINDER 230 HANDPUMP CYLINDER BRACKET 231 HANDPUMP CYLINDER FULL BRASS FITTINGS 232 HANDPUMP D.I 233 HANDPUMP EXEL 234 HANDPUMP HANDLE 235 HANDPUMP HEAD CHAMBER 236 HANDPUMP LINK ROD 237 HANDPUMP LOWER VALVE WASHER 238 HANDPUMP LOWER WALL FULL BRASS 239 HANDPUMP LOWER WALL NORMAL 240 HANDPUMP MASTER PIECE 241 HANDPUMP PEDESTAL BODY 242 HANDPUMP PEETAL CYLINDER 243 HANDPUMP PIPE SOCKET 244 HANDPUMP ROD SOCKET 245 HANDPUMP UPER VALVE STOOL 246 HANDPUMP UPER VALVE STOOL WASHER 247 HANDPUMP UPPER WALL FULL BRASS 248 HANDPUMP UPPER WALL NORMAL 249 HANDPUMP UPPPER VALVE WASHER 250 HANDPUMP WASHER SET COMPLETE 251 HANDPUMP WATER HEAD CHAMBER 252 HATHODA 2 POUND 253 ISI MARK PE 63 1 HDPE PIPE 254 ISI MARK PE 631.25 HDPE PIPE 255 ISI MARK PE 631.5 HDPE PIPE 256 ISI MARK PE 632 HDPE PIPE 257 ISI MARK PE 632.5 HDPE PIPE 258 ISI MARK PE 633 HDPE PIPE 259 ISI MARK PE 634 HDPE PIPE 260 ISI MARK PE 63 3/4 HDPE PIPE 261 HEX NIPPULE STEEL 1 262 HEX NIPPULESTEEL 1/2 263 HEX NIPPULE STEEL 3/4 264 HEXA BLADE DOUBLE 265 HEXA BLADE SINGLE 266 HEXA FRAME 267 HOSE CLAMP1.5 268 HOSE CLAMP2.5 269 HOSE CLAMP 1 270 HOSE CLAMP 1.25 271 HOSE CLAMP 1/2 272 HOSE CLAMP 2 273 HOSE CLAMP 3 274 HOSE CLAMP 3/4 275 HOSE CLAMP 4 276 HOSE CLAMP 6 277 HOSE NIPPULE 2 278 HOSE NIPPULE2.5 279 HOSE NIPPULE 10 280 HOSE NIPPULE 3 281 HOSE NIPPULE 4 282 HOSE NIPPULE 6 283 HOSE NIPPULE 8 284 FUSE 100 AMP Cut out 285 FUSE 200 AMP Cut out 286 FUSE 300 AMP Cut out 287 FUSE 32 AMP Cut out 288 FUSE 500 AMP Cut out 289 FUSE 63 AMP Cut out 290 FUSE WIRE 291 LATHER PACKING SHEET 292 M SEAL BADI 293 M SEAL CHHOTI 294 MARVEL CUTTER BLADE 10 295 MARVEL CUTTER BLADE 4 296 MARVEL CUTTER BLADE 5 297 MARVEL CUTTER BLADE 6 298 MARVEL CUTTER BLADE 8 299 NEON BULB TESTER 300 NON RETURN VALVE 1.5 301 NON RETURN VALVE 2.5 302 NON RETURN VALVE1 303 NON RETURN VALVE1.25 304 NON RETURN VALVE1/2 305 NON RETURN VALVE2 306 NON RETURN VALVE3 307 NON RETURN VALVE3/4 308 NON RETURN VALVE4 309 NON RETURN VALVE6 310 NOSE PLIER 311 NUT BOLT 312 OPENWELL PUMP 1 HP 313 OPENWELL PUMP 1.5 HP 314 OPENWELL PUMP 2 HP 315 ORISA PAN 21 316 ORISA PAN 23 317 PATTI PANA12*13 318 PATTI PANA14*15 319 PATTI PANA16*17 320 PATTI PANA18*19 321 PATTI PANA20*22 322 PATTI PANA21*23 323 PATTI PANA24*27 324 PATTI PANA30*32 325 PATTI PANA5/16*7/16 326 PATTI PANA7/16*9/16 327 PIPE WRENCH HEAVY DUTY10 328 PIPE WRENCH HEAVY DUTY 12 329 PIPE WRENCH HEAVY DUTY 14 330 PIPE WRENCH HEAVY DUTY 18 331 PIPE WRENCH HEAVY DUTY 24 332 PLIER8 333 PVC PIPE1/2 334 PVC PIPE2 335 PVC PIPE 1.5 336 PVC PIPE1 337 PVC PIPE3/4 338 PVC PIPE 1.25 339 PVC PIPE SOCKET 4 340 PVC PIPE SOCKET 1.5 341 PVC PIPE SOCKET 2.5 342 PVC PIPE SOCKET1.25 343 PVC PIPE SOCKET2 344 PVC PIPE SOCKET3 345 PVC REDUCER 2.5*2 346 PVC REDUCER 3*2.5 347 PVC REDUCER 4*2 348 PVC REDUCER 4*3 349 PVC SOCKET1/2 350 PVC SOCKET2 351 PVC SOCKET 1.5 352 PVC SOCKET1 353 PVC SOCKET3/4 354 PVC SOCKET 1.25 355 PVC TEE1/2 356 PVC TEE2 357 PVC TEE 1.5 358 PVC TEE1 359 PVC TEE3/4 360 PVC TEE 1.25 361 RINGPANA 12*13 362 RINGPANA 14*15 363 RINGPANA 16*17 364 RINGPANA 18*19 365 RINGPANA 20*22 366 RINGPANA 21*23 367 RINGPANA 24*27 368 RINGPANA 30*32 369 RINGPANA 5/16*7/16 370 RINGPANA 7/16*9/16 371 RUBBER RING CI LINE2 372 RUBBER RING CI LINE2.5 373 RUBBER RING CI LINE 10 374 RUBBER RING CI LINE 12 375 RUBBER RING CI LINE 3 376 RUBBER RING CI LINE 4 377 RUBBER RING CI LINE 6 378 RUBBER RING CI LINE 8 379 RUBBER RING CI LINE 10 380 RUBBER RING CI LINE 12 381 RUBBER RING CI LINE 14 382 RUBBER RING CI LINE 16 383 RUBBER RING GI LINE2 384 RUBBER RING GI LINE2.5 385 RUBBER RING GI LINE 10 386 RUBBER RING GI LINE 12 387 RUBBER RING GI LINE 3 388 RUBBER RING GI LINE 4 389 RUBBER RING GI LINE 6 390 RUBBER RING GI LINE 8 391 RUBBER RING GI LINE 10 392 RUBBER RING GI LINE 12 393 SAFEDA BADA 394 SAFEDA CHOTA 395 SCREW DRIVER12 396 SCREW DRIVER15 397 SCREW DRIVER6 398 SCREW DRIVER9 399 1 SUCTION PIPE 400 1.25 SUCTION N PIPE 401 1.5 SUCTION PIPE 402 2 SUCTIONPIPE 403 2.5 SUCTIONPIPE 404 3 SUCTIONPIPE 405 4 SUCTIONPIPE 406 3/4 SUCTIONPIPE 407 6 SUCTIONPIPE 408 SINK 24*18*9 409 SINK COUPLING 410 SLUICE VALVE 2 411 SLUICE VALVE10 412 SLUICE VALVE12 413 SLUICE VALVE3 414 SLUICE VALVE4 415 SLUICE VALVE6 416 SLUICE VALVE8 417 SLUICE VALVE10 418 SLUICE VALVE12 419 SLUICE VALVE16 420 SOCKET NIPPULE2 421 SOCKET NIPPULE2.5 422 SOCKET NIPPULE 10 423 SOCKET NIPPULE 3 424 SOCKET NIPPULE 4 425 SOCKET NIPPULE 6 426 SOCKET NIPPULE 8 427 STARTER OIL 1 LITER BOTTLE 428 TAFLON TAPE 429 TAIL PIECE CI LINE 2 430 TAIL PIECE CI LINE10 431 TAIL PIECE CI LINE12 432 TAIL PIECE CI LINE3 433 TAIL PIECE CI LINE4 434 TAIL PIECE CI LINE6 435 TAIL PIECE CI LINE8 436 TAIL PIECE CI LINE10 437 TAIL PIECE CI LINE12 438 TAIL PIECE CI LINE14 439 TAIL PIECE CI LINE16 440 TAIL PIECE GI LINE 2 441 TAIL PIECE GI LINE10 442 TAIL PIECE GI LINE12 443 TAIL PIECE GI LINE3 444 TAIL PIECE GI LINE4 445 TAIL PIECE GI LINE6 446 TAIL PIECE GI LINE8 447 TAIL PIECE GI LINE10 448 TAIL PIECE GI LINE12 449 TOCHAN RASSI ISI MARK 10 MM 450 TOCHAN RASSI ISI MARK 12 MM 451 TOCHAN RASSI ISI MARK 14 MM 452 TOCHAN RASSI ISI MARK 16 MM 453 TOCHAN RASSI ISI MARK 18 MM 454 TOCHAN RASSI ISI MARK 20 MM 455 URENAL BRACKET 456 URENAL GENTSHALF STAL 457 URENAL GENTSMINI 458 URENAL GENTSSMALL 459 URENAL LADIES 460 URENAL PUSH ANGLE COCK 461 URENAL WASTE PIPE 462 WASH BASIN 22*16 463 WIRE WELDING 12 M.M. 464 WIRE WELDING 16 M.M. 465 WIRING TAPE 466 SUBMERSIBLE MOTOR PUMP SET COMPLETE 1 HP 467 SUBMERSIBLE MOTOR PUMP SET COMPLETE 1.5 HP 468 SUBMERSIBLE MOTOR PUMP SET COMPLETE 3 HP 469 SUBMERSIBLE CABLE 3 CORE 6 MM 470 SUBMERSIBLE CABLE 3 CORE 10 MM 471 SUBMERSIBLE PUMP BUSHING 10 HP 472 SUBMERSIBLE PUMP BUSHING15 HP 473 SUBMERSIBLE PUMP BUSHING20 HP 474 MONOBLOCK MOTOR AMPELLER 1 HP 475 MONOBLOCK MOTOR AMPELLER 10 HP 476 MONOBLOCK MOTOR AMPELLER 15 HP 477 MONOBLOCK MOTOR AMPELLER 20 HP 478 BALL BEARING NBC 6203 479 BALL BEARING NBC 6204 480 BALL BEARING NBC 6307 481 BALL BEARING NBC 6308 482 AP3 BALL BEARING GREES 500 GM
Contract Date: Jun 23, 2026 Contract Value : ₹ 17.01 Lakh
Local Bodies No of Bidders 3
Madhya Pradesh View Result →
9.
Rural Development #11341287 Price Bid
Tender for Leakage Repairing & Road Restoration Work For Hdpe (Pe -80: Pn -10 & Pn -6) Water Pipeline At Different Places Of Durgapur, Under Dmc.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
10.
Power #11314309 Price Bid
Tender for Strenthning Of 33 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (3 No. Work) (Dpr N0. 13, 14, 15) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 33 Kv Xlpe Cable 3X300 Sqmm , 33 Kv Termination Kit 3X300 Sqmm O/D , 33 Kv Polymeric Pin Insulator With Pin , 33Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 11 Mtr 33 Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 50×6 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 33 Kv Ht Xlpe Cable Of Size 3×300Sq.Mm Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 125X65x6mm , M.S. Angle 65X65x6mm , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of Increasing Cap. 100-250 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (10 No. Work) (Dpr N0. 476, 477, 478, 482, 483, 485, 487, 492, 496 & 581 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 250 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Set Complete , 11 Fuse Set , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 1X240 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismentling And Carriage Of Old & Used 11/0.440 Kv 100 Kva Dt From Site To Electricity Store Centre At Hapur Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Installation Of Increasing Cap. 25-100 Kva Dt In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 535, 540, 541, 542 & 547) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11/0.440 Kv 100 Kva Dt , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Ab Cable 3X95+1X70+1X16 Sqmm , Lt Pvc Alu. 3.5X150 /70 Sqmm , Earthing Complete , Stay Set Complete , Lt Distributon Box , 11 Fuse Set , Erection And Fixing Of Single Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Single Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Follwings Petty Meterial As Per As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Suspension Clamps , I-Hook , Peircing Connector 95 Sqmm , Barbed Wire , 11 Kv Danger Board , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Dt With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 100 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X95+1X70+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Alu. 3.5X150/70 Sqmm Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Repalacement Of 33 Kv Vcb In B.Plan 2026-27 Scheme At 33/11 Kv Rampur Road S/S, Edd-I Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 19) , Safe Carriage Of 33 Kv Vcb 800A, 750Mva With Steel Structure From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Erection Of 33 Kv Vcb 800A, 750Mva With Steel Structure In 33/11 Kv Rampur Road S/S Inculding Connection Of Control Cables Etc. The Steel Structure Must Be Connected With Existing Earthing By 50X6 Mm Gi Strip As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Gi Strip Shall Be Provided By Contractor , Providing And Fixing Of 4X2.5 Sqmm Copper Control Cable In Switch Yard Though Trench And Upto Vcb Panel As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
11.
Power #11314307 Price Bid
Tender for Strenthning Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (17 No. Work) (Dpr N0. 44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , Plain Cement Concrete Pole 8.5M Long , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , 11Kv Xlpe Cable 3X120 Sqmm , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Earthing Rod , G.I. Wire 6Swg , G.I. Wire 8Swg , Stay Set , Stay Wire 7/10 Swg. , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X120 Sqmm I/D , 11Kv Termination Kit 3X120 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv Polymeric Disc Insulator With Fitting , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Laying, Stringing And Final Sagging Of Acsr Weasel/Rabbit/Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×120Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Hdd Method For Laying Of Underground Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm In Hdpi Pipe By Safly Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , M.S. Channel 100X50x5mm , M.S. Angle 65X65x6mm , Providing And Fixing Guarding Angle Size 50*50*5 And Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Gi Wire Will Be Provided By Department). , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistance Free Gi Pipe Earthing Upto Water Level Pipe Dia 2 Inch 80Feet. Providing And Fixing Of Gi Earth Strip Size 50Mm*6Mm For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Construction Of 11 Kv Line B.Plan 2026-27 Scheme At Various Site Of Edd-Hapur, Under Edc Hapur (01 No. Work) (Dpr N0. 69) , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 8.5M Long , 11Kv Xlpe Cable 3X185 Sqmm , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Earthing Complete , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , 11Kv Termination Kit 3X185 Sqmm O/D , 11Kv Polymeric Pin Insulator With Pin , 11Kv V-Type Cross Arm , Erection And Fixing Of Pole Structure For Plain Cement Concrete Pole 8.5 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 8.5 Mtr Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Digging Of Trech As Per Respo Drawings/Standard Norms For 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Including Proper Installation And Commissioning At Site.Including Machinery, Drilling/Excavation, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues Measurement Shall Be Made On Actual Length Of Trech At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. And Completing The Work As Per Directions Of Engineer-In-Charge , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185Sq.Mm (Double Ckt) Underground Through Manual Method Digging Briks And Sands, Including Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Gi Pipe 6 Inch Dia Along With Suitable Clamps, Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-I Hapur, Under Edc Hapur (5 No. Work) (Dpr N0. 102, 103, 104, 105 & 107 ) , Safe Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Plain Cement Concrete Pole 11.0M Long , 11/0.440 Kv 250 Kva Dt , Acsr Weasel Conductor , Lt Ab Cable 3X120+1X95+1X16 Sqmm , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , 11Kv Polymeric Pin Insulator With Pin , 11Kv Disc Insulator T&C Type 45 Kn With Fitting , Earthing Complete , Stay Rod , 11 Fuse Set , Stay Wire 7/10 Swg. , Erection And Fixing Of Double Pole Structure For Plain Cement Concrete Pole 11 Mtr 11Kv Ht Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Grouting Of Plain Cement Concrete Pole 11 Mtr Supports In cement concrete 1:4:8 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:4:8 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of M.S. Channel 100X50x5mm And M.S. Angle 65X65x6mm Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Double Pole Clamps Including, Holding Clamps, Top Channel Clamps, Dropper Channel Clamps Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Danger Board Of Approved Design And Size, Made Of Suitable Weatherproof Material With Required Painting And Lettering, Including Fixing On Pole/Structure With Nuts, Bolts, Clamps And All Necessary Labour, Tools & Plants For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing & Fixing Of High Quality 3 Phase 4 Wire 440V, 400A, ≥ 35Ka, With Overload Short Ckt And Earth Falt Protection, Outdoor Type, Weather Proof Lt Mcb With Box With Locking Arrangement For 11/0.440Kv, 250 Kva Dt With Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Long Barrel Al. Lugs Off Size. Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of High Quality Henley Type Tailless Unit Protection Cubical Panel 500A, 650V For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials Such As Long Barrel Lugs, Glands, Nuts & Bolts Etc.) Each Lug Must Be Crimp By Proper Crimping Tool As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv D.O. Fuse Set Protection Unit For 250 Kva Dt Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Lugs, Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Safely Installation Of 11/0.440 Kva 250 Dt With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole By Providing Proper Size Aluminium Long Barel Lug For Ht/Lt As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm Using Suspension Clamps, I-Hook And Dead End Clamp Inculding Jumpering Work With Peircing Connector, Cable Connection With Distribution Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Erection And Laying Of Lt Pvc Inculding Proper Connection With Long Barrel Lug, Proper 3 Nos Crimping On Each Lug, Lt Fuse Set/Smc Box For Proper Completion Of Work As Per Respo Norms, And As Per Direction Of Site Incharge. , Lt Pvc Alu. 1X400 Sqmm , Lt Pvc Alu. 1X240 Sqmm , Lt Pvc Alu. 3.5X400 Sqmm , Fixing And Grauting Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works And Materials Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Stay Set And Stay Wire Will Be Provided By Department. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs, Nut And Botls As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Erection Of Chemical Earthing For Neutral Of Dt With Gi Strip 50X6mm Including Excavation Of Pit And Using Necessary Chemical And Electrode To Obtain Results ≤ 1 Ohm, 3M Apart From Support, Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Strip & Earthing Lugs, Nut And Bolts As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Coper L-Piece 50X225x10 Mm (Ls) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Construction Of Tif Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mtr.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Provinding & Fixing Of Safety Fencing (Ms) For 11/0.4 Kv, 250Kva Dt, With Supply Of Material Required For Ms Fencing Upto Dt Upper Level By Constructing 1 Feet Masnary Wall With Bricks & 4X8 Feet Frames Bolted And Welded Alongwith, The construction Of Frames With 75X75x6 Mm Corrosion Free Ms Angle, 8 Swg M.S. Gi Wire Mess Corrosion Free Made Of Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle To Be Fitted On Vertical Posts. And Dual Door Gate To Facilitate Entry And Exit With Locking Arrangements. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Gi Angle . Such Post Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Metalic Materilas Should Be Galvanized & Corrosion Free) , Providing And Fixing Of All Types Of Clamps Suitable For Electrical Line/Equipment Works, Including Supply Of Approved Quality Clamps, Nuts, Bolts, Washers, Fabrication, Fitting, Tightening, And All Necessary Labour, Tools & Plants Required For Complete And Satisfactory Execution Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
12.
Power #11314305 Price Bid
Tender for 11 Kv Line Bifercation Amba Panel Industrial In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (01 No Work) detail project report 71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Dog Conductor , 11 Kv completion Poly. Pin Insulator , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Vcb Outgoing , Gi X-Arm Angle , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets, Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works For Proper Completion Of Work As Directed By The Engineer-In-Charge , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast), Backfilling, Proper Ramming, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Labour, Tools & Plants And Grouting Material As Directed By The Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable, Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Engineer-In-Charge. , Installing, Testing And Commissioning Of 11 Kv Vcb Outgoing Panel Complete In All Respects, Including Mounting, Alignment, Interconnection, Control Wiring, Earthing, Nuts, Bolts, Clamps And All Associated Accessories, Labour, Tools & Plants Required For Proper Installation And Satisfactory Operation As Per Approved Drawings, Departmental Specifications And Directions Of The Engineer-In-Charge , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, Complete In All Respects As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work.. , Erection Of 11 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Pin Insulator Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 11 Kv Disc Insulator With Fittings Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of T-Off Clamp Complete With Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Proper Installation And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , 33 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (03 No Work) 17,18,19 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Acsr Dog Conductor , Earth Rod , 33 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , Gi Wire 4Mm/8Swg , 33 Kv Cross Arm 100X50 Mm , 33 Kv Cable Box O/D Type Size 3X300 , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , 33 Kv completion Poly. Pin Insulator , Stay Wire , Gi Wire 4Mm/8Swg , Erection And Fixing Of Single Plain Cement Concrete Pole, 11 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment, Dressing And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm, Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, And All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Drawing, Backfilling, Proper Ramming And Allied Civil Works, Including Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Complete In All Respect, Including Supply Of Approved Quality Stone Pad, Necessary Excavation, Dressing, Leveling, Proper Positioning, Packing With Sand/Soil, And All Labour, Tools, Plants, And Materials Required For Satisfactory Completion Of Work As Per Departmental Specifications And Directions Of Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Jumpering And Line Energisation Work Complete In All Respects, Including Proper Connection, Tightening, Testing And Commissioning As Per Respo Norms/Approved Drawings, Including All Labour, Tools & Plants And Associated Materials Required For Safe And Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Safe De-Erection And Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Line Strengthing In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. (11 No Work) detail project report 61,62,63,64,65,66,67,68,69,70,71 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Acsr Rabbit Conductor , Acsr Dog Conductor , Earth Rod , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 11 Kv Vtype Steel Cross Arm , 33 Kv Cable Box O/D Type Size 3X300 , 11 Kv Cable Box O/D Type Size 3X120 Sq.Mm , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , 11 Kv Xlpe Cable 3X300 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Gi Wire 10Swg , Gi X-Arm Angle , 33 Kv Xlpe Cable Type Size 3X300 Sq.Mm. , 11 Kv Ht Xlpe Cable 3X120 Sq.Mm. , Erection And Fixing Of Single Plain Cement Concrete Pole, 8.50 Mtr Long, For 11 Kv Line Complete In All Respects, Including Digging Of Suitable Pit, Positioning, Alignment And Fixing Of Requisite Accessories As Per Respo Drawings/Norms, Including Providing And Fixing Of F-Bracket Made Of M.S. Flat Of Size 50 × 6 Mm And Holding Clamps Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts And Bolts, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Rabbit Conductor Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And E-Brackets Wherever Required, As Per Respo/Drawing Norms, Including All Labour, Tools & Plants, Handling, Hoisting And Allied Works Required For Proper Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting And Fixing Of Stay Rod Of Size 20 × 1800 Mm Complete In All Respects, Including Excavation, Providing And Laying Cement Concrete Of Size 0.60 × 0.60 × 0.30 M In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) As Per Approved Drawing, Including Backfilling, Proper Ramming And Allied Works, Fixing, Tightening And Nozzling Of Stay Wire With Stay Rod And Pole To The Required Tension As Per Respo Drawings/Norms, Including Providing And Fixing Stay Clamp Made Of M.S. Flat Of Size 50 × 6 Mm With Suitable Nuts, Bolts And Loops, And All Grouting Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Earthing Of Supports With M.S. Earth Rod Of Size 20 × 2540 Mm Complete In All Respects, Including Excavation Of Pit, Driving Of M.S. Rod At A Distance Of 3.0 M From The Support And 0.5 M Below Ground Level, And Connection Of Support With Earth Electrode Using Suitable Size G.I. Wire And Earthing Lugs, Including Providing And Fixing Of Proper Size Nuts, Bolts And All Associated Accessories, As Per Respo Drawings/Norms, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Grouting Of Plain Cement Concrete Supports Complete In All Respects With Cement Concrete In Ratio 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded 40 Mm Brick Ballast) In Block Size 450 × 450 Mm Up To 1/6Th Of The Full Length Of Support Below Ground Level, Including Providing 300 Mm Plinth Above Ground Level With Cement Concrete In Ratio 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Grit) With Proper Mufting As Per Approved Drawing, Including Backfilling, Proper Ramming And Providing All Required Grouting Materials, Labour, Tools & Plants For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of 6 Inch Dia Class-B G.I. Pipe Over 33 Kv 3 × 300 Sq.Mm Xlpe Cable And Lt Xlpe Cable Before Mounting On Double Pole Structure, Complete In All Respects, Including Providing And Fixing Of Suitable Clamps, Sealing Of Top And Bottom Ends Of Pipe, Burying One End Of Pipe Approximately 500 Mm Below Ground Level, Mounting And Clamping Of Cable On Double Pole Structure, And Making Connection With Overhead Line At Both Ends, Including All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 33 Kv Xlpe Cable Jointing Kit Suitable For 3 × 300 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Making And Filling Of 11 Kv Xlpe Cable Jointing Kit Suitable For 3 × 120 Sq.Mm Cable Complete In All Respects, Including Proper Plumbing And Taping Of Xlpe Cable, Providing, Fixing And Crimping Of Suitable Size Approved Quality Lugs, Including Cost Of Lugs, Tapes And All Jointing Materials, Labour, Tools & Plants Required For Satisfactory Completion Of Work As Per Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Providing, Fabricating And Fixing Of Side Bracket Made Of M.S. Channel And M.S. Angle Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Erection Of 33 Kv V-Type Cross Arm Complete In All Respects, Including Providing And Fixing Of Holding Clamps, Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Trenchless Laying Of 200 Mm O/D Pe-80, Pn-4 Grade Uv Stabilized Hdpe Pipe Conforming To Relevant Is Specifications In Standard 6 Mtr Length For Laying Of Underground Cable, Complete In All Respects As Per Respo Norms, Including Cost Of Hdpe Pipe, Jointing, Handling, Labour, Tools & Plants And All Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 11 Kv Xlpe Cable Of Size 3 × 125 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Laying Of 33 Kv Xlpe Cable Of Size 3 × 300 Sq.Mm Underground Through Hdpe Pipe Complete In All Respects, Including Pulling, Dressing, Alignment And Leaving Spare Cable In Loop Shape At Both Ends As Per Respo Norms, Including All Labour, Tools & Plants And Associated Works Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Danger Board Complete In All Respects, Including Providing And Fixing Of All Required Accessories Such As Suitable Clamps, Nuts, Bolts And Allied Materials, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Stone Pad Of Size 300 × 300 × 75 Mm Complete In All Respects, As Per Respo Norms And Approved Drawings, Including Excavation, Dressing, Leveling, Proper Positioning, Packing And Fixing With All Labour, Tools & Plants And Associated Materials Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of F-Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Of Holding Clamp Complete In All Respects, Including Suitable Nuts, Bolts And All Associated Accessories, As Per Respo Norms And Approved Drawings, Including All Labour, Tools & Plants Required For Satisfactory Completion Of Work As Directed By The Site In-Charge/Engineer-In-Charge. , Providing And Fixing Top Channel Of Approved Make And Required Dimensions Conforming To Respo Norms And Specifications; Work Includes Material Supply, Transport, Unloading, Cutting To Size, Hoisting, Alignment, And Rigidly Securing In Position With Approved Fasteners, Hardware, And Scaffolding At Any Height Or Location, Complete In All Respects As Per The Manufacturers Guidelines And To The Entire Satisfaction And Direction Of The Site In-Charge. , Providing And Fixing G.I. Barbed Wire Fencing Of Approved Make, Weight, And Gauge Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supplying, Transporting, And Unrolling Required Lines Of Horizontal And Diagonal Strands, Tightly Stretching, Aligning, And Securely Fixing To Concrete/Steel/Stone Posts Using Approved G.I. Staples, Binding Wire, Or Fasteners, Including All Leads, Lifts, Necessary Scaffolding, Tools, Tackles, And Labor Required To Complete The Installation In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing M.S. / G.I. / High-Tensile Nut And Bolt Assemblies Of Approved Make, Grade, And Required Diameters/Lengths Conforming Strictly To Respo Norms And Standard Technical Specifications; Work Includes Supply, Transport, Positioning, Aligning, And Rigidly Tightening To The Specified Torque Using Appropriate Washers (Plain/Spring) And Tools, Including All Necessary Scaffolding, Labor, Leads, And Lifts Required To Complete The Fastening Work In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Structural Steel Bracing Sets Of Size 4.3 M X 4.3 M Fabricated From M.S. Angle Sections Of Size 65 Mm X 65 Mm X 6 Mm, Conforming Strictly To Respo Norms And Technical Specifications; Work Includes Hoisting, Lifting, Proper Positioning, Leveling, Aligning, And Rigidly Securing The Assembly Using Approved Holding Clamps, Structural Nuts, Bolts, And Washers Of Required Sizes, Including The Cost Of All Fastening Hardware, Necessary Tools, Tackles, Scaffolding, Staging, Leads, Lifts, And Labor Required To Complete The Installation In All Respects As Per Standard Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , 33 Kv Protection Of Sub-Station In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur.(01 No Work) detail project report 39 , Carriage Of 33 Kv Vcb From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , Carriage Of 33 Kv Ct Out Door From Electricity Store Center Hapur/J,E. Store To Site Of Work With Loading And Unloading At Both Ends On Kachha Packka Road, As Per Direction Of Site Lncharge. , 33 Kv Installation Of Vcb , 33 Kv Installation Of Ct Outdoor , Providing & Making And Fixing Of Side Breckit By Ms. Channel, Ms Angle By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Erecetion Of 11 Kv Disc Insulator With Fitting By Providing Holding Clamp & Nut Bolt As Per Respo Norms, And As Per Direction Of Site Incharge. , Providing And Fixing Of Copper Control Cable Size 2X2.25 Sq.Mm. , As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Water Level Chemical Earthing System Conforming To Is:3043 Specifications For Distribution Transformers And Substations; Scope Includes Boring An Earth Pit Of Required Depth, Inserting A Heavy-Duty Copper-Bonded Steel Electrode Or Gi Pipe (Minimum 3-Meter Length), Backfilling The Pit With Eco-Friendly Moisture-Retaining Earth Enhancement Chemical Compound, Providing A Dedicated Funnel Arrangement With A Perforated Gi Watering Pipe Running To The Root Of The Electrode For Manual Moisture Replenishment, Constructing A Rigid Brick Masonry/Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Removable Cover Plate At Ground Level, And Establishing Secure Structural Connections To The Equipment Earth Grid Using Proper Size Gi/Copper Strips, Inclusive Of All Excavation In Any Soil Strata, Backfilling, Ramming, Hardware, Labor, Tools, Tackles, And Transportation, Complete In All Respects As Per The Directions Of The Engineer-In-Charge. , Providing And Fixing Of Ms Channel As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Ms Angle As Per Respo/Norms And As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo/Norms And As Per Direction Of Site Incharge. , 33 Kv Vcb In B.Plan 2026-27 Scheme, In The Jurisdiction Of Edd-Garh Under Edc Hapur. ( 07 No Work) detail project report 20,21,22,23,24,25,26 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , 33 Kv Ct Outdoor Ctr 200/100/1 , Control Pannel 33 Kv Double T/F , 33 Kv Outdoor Type Vcb , Providing, Fabricating, And Fixing M.S. Side Brackets Of Required Design And Dimensions, Utilizing Approved M.S. Channel And M.S. Angle Sections, Conforming Strictly To Respo Norms And Standard Technical Specifications; Scope Of Work Includes Material Supply, Cutting, Welding, Drilling, Rust-Preventive Primer Coating, Hoisting, Proper Alignment, And Rigidly Securing The Brackets In Position Using Appropriate Holding Clamps, Nuts, Bolts, And Washers, Inclusive Of All Necessary Staging, Scaffolding, Tools, Tackles, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 2 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Is Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 4 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Systematic Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Glands, Glands-Earthing, And Necessary Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Construction Of Vacuum Circuit Breaker (Vcb) Plinth Of Size 2.0 M X 2.0 M X 1.5 M Suitable For A 250 Kva Transformer/System, Executed Strictly As Per Approved Structural Drawings And Respo Norms; Work Includes Excavation, Providing And Laying Cement Concrete (Cc) 1:4:8 (1 Cement : 4 Sand : 8 Graded Brick Ballast) In Foundation, Constructing Side Walls Using 1St Class Brickwork In Cement Mortar 1:4 (1 Cement : 4 Fine Sand), Applying 12 Mm Thick Cement Plaster 1:4 (1 Cement : 4 Fine Sand) On Exposed Surfaces, Backfilling Inside The Plinth With Brick Ballast Including Systematic Watering And Heavy Ramming/Compaction, And Casting A Finished Reinforced Cement Concrete (Rcc) Top Slab In 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Including Necessary Reinforcement Steel, Shuttering, Centering, And Curing; Rate Shall Be Fully Inclusive Of All Material Supply, Transport, Machinery, Scaffolding, Labor, Leads, And Lifts, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Testing, And Commissioning Of Pvc/Xlpe Insulated, Pvc Sheathed 6 Core X 2.25 Sq.Mm. Copper Control Cable (Armored/Unarmored) Of Approved Make And Grade, Conforming Strictly To Respo Norms And Relevant Engineering Specifications; Work Includes Supply, Transportation, Storage, Unrolling, Straightening, And Systematic Laying Of Cable Through Existing Pipes, Conduits, Cable Trays, Or Trenches, Including Dressing, Clamping, Structural Clipping, Proper Tag Identification, End-Termination Using Required Size Copper Lugs, Compression Glands, Glands-Earthing, And Mandatory Pre-Commissioning Testing (Insulation Resistance And Continuity Tests), Inclusive Of All Labor, Tools, Tackles, Scaffolding, Staging, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Installation Of 100 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur (No. Of Work 5) 121,122,123,124,128 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , 100 Kva Transformer , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , Stay Wire , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X150 Sq. Mm , Gi Wire 4Mm/8Swg , Gi X-Arm Angle , Lt Xlpe Cable 3.5X150 Sq.Mm. , Erection Of Double Pole (Dp) Structure Utilizing 8.5-Meter Long Plain Cement Concrete Poles, Complete With All Necessary Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Alignment, Backfilling, And Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tif Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Stays, Bracings, And Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors/Accessories To Ensure Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel, Hardware, Insulation Materials, Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Erection Of Double Pole (Dp) Structure Utilizing 11-Meter Long Plain Cement Concrete Poles, Complete With All Structural Accessories And Conforming Strictly To Approved Respo Drawings And Norms; Work Includes Excavation, Pole Erection, Leveling, Alignment, And Backfilling; Fabrication, Supply, And Fixing Of M.S. Top And Dropper Channels, M.S. Tf Angles, And E-Brackets; Installation Of 11 Kv Pin Insulators With Pins And Disc Insulators With Appropriate Hardware/Disc Fittings; Providing And Fixing Structural Bracings, Ties, And Support Assemblies Fabricated From M.S. Flat Of Size 50 Mm X 6 Mm, Secured Tightly With Proper Size Nuts, Bolts, And Washers; Execution Of Complete Standard Jumpering, Binding, And Pg Clamping Work Using Appropriate Conductors To Ensure Reliable Electrical Continuity; Rate Shall Be Fully Inclusive Of All Structural Steel Fabrication, Hardware, Insulation Components, Handling Machinery, Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects As Per Standard Electrical Engineering Practices Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Laying Stone Pad Base Blocks Of Size 300 Mm X 300 Mm X 75 Mm Of Approved Quality And Strength, Conforming Strictly To Respo Drawings And Norms; Work Includes Supply, Transportation, Storage, Necessary Excavation Or Surface Preparation, Leveling, And Dressing Of Soil, Proper Positioning, Rammed Leveling, And Alignment Of The Stone Pads Beneath Poles, Structures, Or Stays To Act As A Solid Bearing Foundation, Including The Cost Of All Materials, Machinery, Tools, Tackles, Handling Labor, Leads, And Lifts At Any Location, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Holding Clamps Fabricated To Required Profiles And Dimensions, Complete With Matching Nut, Bolt, And Washer Assemblies Of Approved Make And Size, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transport, Proper Positioning Around Poles, Structures, Or Machinery, Alignment, And Rigid Fastening/Tightening To Specified Torque, Inclusive Of All Anti-Corrosive Primer/Paint Coatings, Necessary Tools, Tackles, Scaffolding, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing And Fixing Heavy-Duty M.S. Clamps Fabricated To Required Design, Shape, And Dimensions, Complete With Appropriate Size Nut, Bolt, And Washer Assemblies Of Approved Make, Conforming Strictly To Respo Drawings And Norms; Work Includes Material Supply, Transportation, Precise Positioning, Alignment, And Rigid Tightening Around Poles, Structural Members, Or Equipment, Inclusive Of Rust-Preventive Primer And Paint Coatings, All Necessary Tools, Tackles, Scaffolding, Staging, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Safe Handling, Lifting, Positioning, And Installation Of A 100 Kva Distribution Transformer Onto An Existing Lt Sub-Station Double Pole Structure Or Concrete Plinth, Utilizing An Appropriate Capacity Crane, Mechanical Hoists, Or Manual Labor With All Safety Equipment; Work Includes Proper Alignment, Leveling, Structural Securing, And Providing And Crimping Appropriate Sizes Of Heavy-Duty Aluminium Long Barrel Lugs For All Ht (High Tension) And Lt (Low Tension) Terminal Connections To Ensure Low-Resistance Termination, Inclusive Of All Handling Machinery, Rigging Tools, Safety Tackles, Scaffolding, Specialized Labor, Leads, And Lifts At Any Height, Executed Complete In All Respects As Per Standard Electrical Engineering Practices And Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing, Laying, Stringing, Testing, And Commissioning Of Xlpe Insulated Lt Aerial Bunched Cable (Abc) Of Size 3X120 + 1X95 + 1X16 Sq.Mm. (Comprising Three Phase Conductors, One Insulated Messenger Wire, And One Street Light Conductor) Of Approved Make, Conforming Strictly To Respo Norms And Relevant Standard Specifications; Work Includes Unrolling, Straightening, Hoisting, And Tensioning Of The Cable Along Poles/Structures Using Appropriate Sagging Equipment, Providing And Fixing Necessary Hardware Including Suspension Clamps, Dead-End/Anchoring Clamps, I-Hooks, Pole Brackets, Stainless Steel Strapping With Buckles, And Insulation Piercing Connectors (Ipcs) For Jointing Or Tapping; Scope Covers Proper Dressing, Securing, And Mid-Span Clamping To Maintain Standard Clearances, Inclusive Of All Machinery, Winches, Pulling Tackles, Scaffolding, Safety Gear, Labor, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Wrapping Of Barbed Wire On 11Kv St/Pcc Poles As Anti-Climbing Device For A Length Of 0.9Mtrs. Wire Pitch/Gap 13Mm And Fixing Upper And Lower End Keeping Lower End At A Height Of 2.75 Mtr From The Ground Complete, Including Providing & Fixing Of Lower End & Upper End Clamps Made Of M.S. Flat 40X5mm Complete With Nuts & Bolts And All Other Required Material And T&P., As Per Direction Of Site Inchargc. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Lt Fuse Set Protection Unit For 100 Kva Tf With Smc Box Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Ms Channel , Ms Angle , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge. , Installation Of 250 Kva Additonal Tf In B.Plan 2026-27 Scheme At Various Site Of Edd-Garh, Under Edc Hapur 117, 118, 119,120, 125, 126, 127 , Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Disc Fitting 45 Kn , Acsr Weasel Conductor , Earth Rod , A.B Cable L.T (3X120+1X95+1X16) Sq Mm , D.O Fuse Set , 11 Kv Tpmo Switch , 250 Kva 11/0.4 Kv Transformer New , 11 Kv completion Poly. Pin Insulator , Plain Cement Concrete Pole 8.5 Mtr. , Plain Cement Concrete Pole 11 Mtr. , Stay Set , 11 Kv completion Poly. Disc Insulator 45 Kn , Lt Alu. Xlpe Cable 3.5X400 Sq. Mm , Erection And Fixing Of The Following Materials Complete In All Respects, Including All Required T&P, Labour, Handling, Lifting, Fastening And Allied Works For Proper Installation As Per Departmental Specifications, Respo Norms And Directions Of The Site In-Charge/Engineer-In-Charge. , Disc Fitting 45 Kn , 11 Kv completion Poly. Pin Insulator , 11 Kv completion Poly. Disc Insulator 45 Kn , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 8.5 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Erection Of Double Pole Structure With All Accessories On Plain Cement Concrete Pole 11 Mtr. Long, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. Tif Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing Norms By Providing All Made O M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts, And Jumpering Etc Work, As Per Direction Of Site Incharge. , Safely Installation Of 250 Kva Transformer With The Help Of Crane/Manual Labour At Lt Sub-Station Double Pole/Plinth, As Per Direction Of Site Incharge. , Laying Of Lt Alu. Xlpe Cable Al. 3.5X400 Sqmm By Porviding Al Lug And Panching With Cremping Tool Complection Work Properly, As Per Respo/Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo[Drawing Norms And As Per Direction Of Site Incharge. , Laying Of Lt Abc 3X120+1X95+1X16 Sqmm By Providing Suspension Clamp Dead End Clamp, I-Hook Etc And Completion Work Properly, As Per Respo Norms, And As Per Direction Of Site Incharge. , Grouting & Fixing Of Stay Rods (20X1800)Mm Including All Work O Excavation, Cement Concrete In Size (0.60X0.60Xo.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, As Per Direction Of Site Incharge. , Earthing Of Supports With Ms Earth Rod Of (20X2500) Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms By Providing Proper Size Nuts & Bolts, As Per Direction Of Site Incharge. , Grouting Of St/Pcc Supports In cement concrete 1:4:8 (Cement, Sand & 40Mm Brick Ballst) Grouting Will Be Done In The Block Of Size (450X450)Mm Xl/6Th O Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge , Construction Of Tf Plinth Suitable For 250Kva (Size Of 2X2x 1.5 Mt.) As Per Drawing, cement concrete Work In Foundation In Ratio 1:4:8 (Cement, Sand & Brick Ballast). 1St Class Brick Work In Side Walls cement concrete Ratio Of 1:4 (Cement & Fine Sand). 12Mm Thick Plaster In Ratio 1:4 (Cement & Fine Sand). The Reinforced Cement Concrete Work On Top Of Plinth In Ratio 1:2:4 Are Duly Filling Of Brick Ballast Inside The Plinth & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction O Site Incharge. , Construction Of Safety Fencing (Ms) For Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Anglen-Iron To Be Fitted On Vertical Posts. Pickets (I Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 75X75x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. , Providing & Fixing Of Danger Board, Including Fixing Of All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Fuse/Do Fuse Set Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Erection & Fixing Of 11Kv Tpmo Set On Plain Cement Concrete Pole, By Providing All Required Fixing Materials As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Stone Pad 300X300x75 Mm As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Holding Clamp With Nut & Bolt As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing & Fixing Of Alu. Lug 240 Sq.Mm.(Ls) Off Size As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Heavy-Duty Tail-Less Fuse Units (Lt Distribution/Bushing Bars) Of Approved Make, Rating, And Specifications Conforming Strictly To Respo Norms And Standard Electrical Designs; Work Includes Material Supply, Hoisting, Proper Alignment, Mounting Onto The Distribution Transformer Lt Bushings Or Dp Structure Steelwork, Making Solid, Low-Resistance Direct Connections, And Providing All Necessary Copper/Aluminium Links, Hardware, Nuts, Bolts, And Washers, Inclusive Of All Safety Gear, Specialized Labor, Tools, Tackles, Leads, And Lifts At Any Height, Complete In All Respects Under The Strict Direction And Entire Satisfaction Of The Site In-Charge. , Providing & Fixing Of Ms Angle & Ms Channel All Accessories By Providing All Required Materials (Like Suitable Nuts & Bolts Etc.) As Per Respo/Drawing Norms And As Per Direction Of Site Incharge. , Providing, Installing, Testing, And Commissioning Of Maintenance-Free Chemical Earthing System Of Approved Make And Design, Conforming Strictly To Respo Norms, Is 3043, And Ieee 80 Standards; Work Includes Augering/Boring An Earth Pit Of Required Diameter And Depth, Supplying And Lowering A High-Conductivity Copper-Bonded Steel / G.I. Earth Electrode Of Specified Length And Diameter, Completely Backfilling The Surrounding Void With Moisture-Retaining, Non-Corrosive Earth Enhancement Chemical Compound (Bentonite/Carbon Based) Mixed With Water As Per Manufacturer Guidelines, Constructing A Brick Masonry / Pre-Cast Concrete Inspection Chamber With A Heavy-Duty Ci/Concrete Cover Plate On Top, Providing An Integrated Copper/G.I. Terminal Busbar With Required Hardware For Down-Conductor Connectivity, And Conducting Final Earth Resistance Testing To Ensure Values Remain Well Within Permissible Electrical Limits, Inclusive Of All Excavation, Materials, Labor, Tools, And Tackles, Complete Under The Direction And Entire Satisfaction Of The Site In-Charge. , Propviding And Intallation All Requrment For Earthing Of Neutral By Boring And Lowering Of G.I. Pipe Size 32 Mm Dia... Into The Ground Up To Water Level 80 Fit. With The Lower End Of Solid Copper Cone Approx. 225Mm Long And 750 Gm. In Weight Shall Be Provided And In Pipe As Well As Bringing Out A Continuous Copper Wire 6 Swg From The Cone Up To The Ground Surface Where It Will Bc Bolted To The Nf.S. Earth Strip For Tif Neutral Connection, The Earth Strip *Vill Be Welded To The G.L. Pipe And Neutral Earthing Support, As Per Direction Of Site Incharge. , Jumpering And Line Energisation Work Properly As Per Respo Norms And As Per Direction Of Site Incharge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
13.
Power #11312580 Price Bid
Tender for Providing/Supply And Erection Of The Following Decentralised Material By Contractor With All The Accessories To The Site. Erection Should Be Complete At Site With All Respect.(As Per Resspo Norms), , Supply Of Hdpe Pipe Pe-80, Pn-6, Dn-200Mm Dia Pipe For Laying Of 11Kv, 3X185sq.Mm Cable , Stone Pad , Holding Clamp For Cross Arm/Tee Chennal/Guarding Clamp With Nut Bolt , Danger Board With Clamp , F Braket , Grouting Of Pole , Stay Complete , Concreating Of Stay , Earthing Complete , Droper Channel , Top Channel , Ms Angle For Gaurding , Bracing Set , 11 Kv V-Type X Arm , T-Off Channal , Clamp With Bolt & Nuts , Laying Of Hdpe Pipe 120 Mm Mm, Xlpe Cable With Hdd (Trenchless) Method Including Cable Laying. , Pg Clamp , Side Bracket For Xlpe Cable , Cable Route Maker , E Bracket , Safe Carriage And Proper Erection/ Installation/Fabrication/Laying/Fixing/Binding Etc. Of The Following Centralised Material With All The Accessories From Esc Bijnor/Dhampur To The Site. Erection Should Be Complete At Site With All Respect.(As Per Resspo Norms) , Pole 11 Mtr Plain Cement Concrete For Making Double Pole , 11 Kv 3X185 Xlpe Cable , H/S O/D 11 Kv 3X185 Sqmm J/Kit , 11 Kv Disc Insulator T&C Type 45Kn. With Fitting , Acsr Weasel Conductor , 11 Kv Pin Insulator (Polymeric) , G I Wire 6 Swg , G I Wire 8 Swg , Acsr Dog Conductor , Plain Cement Concrete 11 Mtr/8.5 Mtr/9 Mtr , 11 Kv Xlpe Cable 3X300 Sqmm , 11 Kv Xlpe Cable 3X120 Sqmm , 11 Kv Jointing Kit 3X120 Sqmm O/D , 11 Kv Jointing Kit 3X300 Sqmm O/D , 11 Kv Jointing Kit 3X300 Sqmm I/D , 11 Kv Jointing Kit 3X185 Sqmm I/D And O/D
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
14.
Power #11307709 Price Bid
Tender for Work Of Installation Of 100 Kva New T/F On Double Pole With All Accessories As Per Resspo Norms. With Cartage From Store To Site Loading & Unloading , Work Of Installation Of 250 Kva New T/F On Plinth With All Accessories As Per Resspo Norms. With Cartage From Store To Site With Loading & Unloading From Both Side , Work Of Installation Of 250 Kva T/F In Place Of 100 Kva T/F On Plinth With All Accessories As Per Resspo Norms. With Cartage From Store To Site With Loading & Unloading From Both Side , Work Of Installation Of 400 Kva T/F In Place Of 250 Kva T/F With All Accessories As Per Respo Norms. With Cartage From Store To Site With Loading & Unloading From Both Side , Work Of Installation Of 11 Kv Vcb I/C Ctr 600/300/5A, 350Mva, 24 Volt & O/G Ctr 200/100/5A, 350 Mva, 1250 annual periodical maintenance & 11 Kv Bus Cupler With All Accessories As Per Respo Norms. With Cartage From Store To Site With Loading & Unloading From Both Side , Erection Of Single Pole With 8.5/9 Mtr Long. Plain Cement Concrete Pole By Digging Suitable Pits In Hard/Soft Soil/ Rock And Its Back Filling Including Concreting And Grouting Of Pols And Fixing Of All Accessories . Work Shall Be Done As Per Respo Specification. Grouting Meterial To Be Provided By Bidder With Cartage From Store To Site. , Erection Of Single Pole With 11 Mtr Long. Plain Cement Concrete Pole By Digging Suitable Pits In Hard/Soft Soil/ Rock And Its Back Filling Including Concreting And Grouting Of Pols And Fixing Of All Accessories . Work Shall Be Done As Per Respo Specification. Grouting Meterial To Be Provided By Bidder With Cartage From Store To Site. , Erection Of Single Pole With 13 Mtr Long Stp Pole By Digging Suitable Pits In Hard/Soft Soil/ Rock And Its Back Filling Including Concreting And Grouting Of Pols And Fixing Of All Accessories . Work Shall Be Done As Per Respo Specification. Grouting Meterial To Be Provided By Bidder With Cartage From Store To Site. , Fixing Of 11 Kv Do Fuse Set With Cartage From Store To Site. , Providing & Fixing Of Top Channel With Cartage From Store To Site. , Providing & Fixing Of Dropper Channel With Cartage From Store To Site. , Fixing Of Battery Charger 24 Volt & Battery Set 12X2 Volt 200 Ah With Cartage From Store To Site. , Providing & Fixing Of Chemical Earthing For T/F ( Netural & Body) Though Gi Connecting Strip (50X6mm) As Per Site Requirement. , Providing & Construction Of New Plinth For New Transformer With Sand, Raw Material Etc (Size 2X2x1.5 M) , Providing & Fixing Of Fencing For New Transformer With All Material Required Material. (Size 4X3x3 M) , Providing & Construction Of New Plinth On Existing Transformer With Sand, Raw Material Etc (Size 2X2x1.5 M) With Dismantelling Of Exist T/F And Supply Resume By Trolly Transformer Which Take Away From Naipura/ Dlf S/S To Site. After Comp[Letion Of Work Re Installment Of T/F With Connecting All Previsouly Used Accesories And Trolly Transformer Sent Back To S/S Naipura / Dlf. With Required Machines (Hydra/Crane) , Providing & Construction Of New Fencing On Existing Transformer With All Material Etc (Size 4X3x3m) , Providing & Installation Of Henely Type Tailess Units 500 annual periodical maintenance 650 Volt Consisting Of 06 Nos. Brass Back Entry, 06 Nos U-Type Spring Contact Made Of Copper, Brass Coupling With Porcelain Fitted On The G.I. Sheet 16 Swg With Arrangement Of 01 Nos Neutral. The Tailess Fuse Unit Frame Made Of 65X65x6mm M.S Angle/Painted With Fixing Of All Above Things. The Tailess Frame On The Plinth 160/250/400/500/630 Kv T/F With Making The Connection Of T/F And Line Side Completed Work All Material Shall Be Provided By The Contactor. The Frame Of The Tailess Unit Is To Be Grouted Are Depth Of 2 Feet Below The Ground Level & There Should Be A Gap Of 1 Feet Between The Ground Surface & The Main Tsiless Unit. (1 Tailess Unit Means Avg. 3 Circuits At 1 T/F) , Providing & Fixing Of Pg Clamp For Connecting New Dt With Existing 11Kv Line And Also For 11Kv Line Sth. & 33 Kv Line Sth. For Jumpering As Per Site Requirement. , Fixing Of 11 Kv Disc Insulator T & C Type 45 Kn With Disc Fitting With Cartage From Store To Site. , Fixing Of 33 Kv Disc Insulator B & C Type 70 Kn With Disc Fitting With Cartage From Store To Site. , Fixing Of 33 Kv Pin Insulator With Fitting With Cartage From Store To Site. , Fixing Of 11 Kv Pin Insulator With Pin With Cartage From Store To Site. , Fixing Of 3 Phase Distribustion Box With Cartage From Store To Site. , Fixing Of 11 Kv & 33 Kv Stay Set With Cartage From Store To Site. , Fixing Of 33 Kv Control Pannel For Single T/F With All Required Material As Per Respo Norms.& Cartage From Store To Site , Fixing Of 33 Kv Line/Bus Isolator With Cartage From Store To Site. , Providing & Fixing Of Lt Al. Crimping Lug All Size With Cartage , Providing & Fixing Of Clamps With Nut& Bolt All Type With Cartage , Providing & Fixing Of Suspension Clamp With J Hook With Cartage , Providing & Fixing Of Concerting Of Stay Set With Cartage , Providing & Fixing Of Lt Piercing Connector With Cartage , Providing & Fixing Of Ms Nut & Bolt Off Size With Cartage , Providing & Fixing Of Dead And Clamp With I Hook With Cartage , Providing & Fixing Of Copper L-Piece 50X225x10 Mm With All Required Material As Per Respo Norms. , Providing & Fixing Of Barbed Wire Gi With All Required Material As Per Respo Norms. , Providing & Fixing Of Danger Board With All Required Material As Per Respo Norms. , Providing & Fixing Of Cable Route Marker With All Required Material As Per Respo Norms. , Providing & Fixing Of Lt Pvc Cable 1X16 Sqmm With All Required Material As Per Respo Norms. , Providing & Fixing Of Metal Frame For Battery Set With All Required Material As Per Respo Norms. , Providing & Fixing Of T-Off Channel (125X65x130 Mm) With Cartage , Laying Of 1X400 Xlpe Cable With Cartage From Store To Site. , Laying Of 1X630 Xlpe Cable With Cartage From Store To Site. , Laying Of 1X240 Xlpe Cable With Cartage From Store To Site. , Laying Of 1X120 Xlpe Cable With Cartage From Store To Site. , Laying Of Armoured Control Cable 4X2.5 Sqmm & Proper Termination From T/F To Control Panel With Cartage From Store To Site. , Laying Of Armoured Control Cable 2X2.5 Sqmm & Proper Termination From T/F To Control Panel With Cartage From Store To Site. , Providing And Commissioning Maintenance Free Water Level Earthing Set Including Electrode, Earth Pit Chamber, Backfill Compound, Watering Pipe And Earth Lead Complete As Required. , Providing & Fixing Of Gi Pipe 6 Dia With Cartage. , Providing & Fixing Of Hdpe Pipe Pn-6, Pe-80, 140 Mm With Cartage , Providing & Fixing Of 11 Kv F-Bracket With All Required Material As Per Respo Norms With Cartage , Providing & Fixing Of 33 Kv F-Bracket With All Required Material As Per Respo Norms With Cartage , Laying Of Lt Abc 3X95+1X70+1X16sqmm With Cartage From Store To Site. , Laying Of Lt Abc 3X120+1X95+1X16sqmm With Cartage From Store To Site. , Cartage Of 3X185 Sqmm 11 Kv Xlpe Cable From Store To Site. , Cartage Of 3X300 Sqmm 11 Kv Xlpe Cable From Store To Site. , Cartage Of 3X300 Sqmm 33 Kv Xlpe Cable From Store To Site. , Laying Of 3X185 Sqmm 11 Kv Xlpe Cable , Fixing Of I/D & O/D Jointing Kit Suitable For 33 Kv 3X185 Sqmm Xlpe Cable With Cartage From Store To Site. , Laying Of 3X300 Sqmm 33 Kv Xlpe Cable. , Fixing Of O/D Jointing Kit Suitable For 33 Kv 3X300 Sqmm Xlpe With Cartage From Store To Site. , Laying Of 3X300 Sqmm 11 Kv Xlpe Cable With Cartage From Store To Site. , Fixing Of O/D Jointing Kit Suitable For 11 Kv 3X300 Sqmm Xlpe With Cartage From Store To Site. , Fixing Of I/D Jointing Kit Suitable For 11 Kv 3X300 Sqmm Xlpe With Cartage From Store To Site. , Providing & Laying Gi 6Swg Wire For Earthing Complete In All Respect , Laying Of 3X185 Sqmm 11 Kv Xlpe Cable By Hdd (Horizontal Directional Drilling) Method Including Pilot Drilling, Reaming, Along With 140 Mm Pe80 Pn-6 Hdpe Pipe Insertion, Cable Pulling, Pit Excavation And Restoration Complete. , Laying Of 3X185 Sqmm 33 Kv Xlpe Cable By Hdd (Horizontal Directional Drilling) Method Including Pilot Drilling, Reaming, Along With 140 Mm Pe80 Pn-6 Hdpe Pipe Insertion, Cable Pulling, Pit Excavation And Restoration Complete. , Fixing Of 11 Kv V Type Cross Arm With Cartage From Store To Site. , Fixing Of 33 Kv V Type Cross Arm With Cartage From Store To Site. , Providing & Fixing Of T/F Base Angle (75X75x2028 Mm) With Cartage , Laying, Binding , Sagging And Jumpring Etc. Of Acsr Weasel Conductor On The Pole As Per Resspo Specification And As Per Direction Of Engineer In Charge It Includes Cost Of Labour, T & P Carrier Etc. Required For Proper Completion Of Work With Cartage From Store To Site. , Laying, Binding , Sagging And Jumpring Etc. Of Acsr Rabbit Conductor On The Pole As Per Resspo Specification And As Per Direction Of Engineer In Charge It Includes Cost Of Labour, T & P Carrier Etc. Required For Proper Completion Of Work With Cartage From Store To Site. , Laying, Binding , Sagging And Jumpring Etc. Of Acsr Dog Conductor On The Pole As Per Resspo Specification And As Per Direction Of Engineer In Charge It Includes Cost Of Labour, T & P Carrier Etc. Required For Proper Completion Of Work With Cartage From Store To Site. , Dismentling Old & Used Conductor & Re-Sagging From Old Pole To New Pole On Site With All Previsiouly Used Accessories. Due To Replacement Of Old & Used Pole For Increasing Height Of Existing Line Above The Gorund As Per Respo Noms. , Dismentling & Cartage Of Scrap Material Like Conductor, Pole, Ab Cable, X Arm, Bus Isolator Etc Loading & Unloading At Both End Received Back From Site To Central Store. , Dismenthing & Cartage Of Damage 11 Kv Vcb, 33 Kv Vcb & 33 Kv Control Pannel With Loading & Unloading At Both End Received Back From Site To Central Store Ghaziabad. , Dismentling & Cartage Of Old And Used 100/250 Kva T/F Due To Incr. / Add. T/Fs With Loading & Unloading At Both End Received Back From Site To Central Store. , Dismentling Of Old Plain Cement Concrete Pole
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
15.
Power #11307706 Price Bid
Tender for Erection Of Plain Cement Concrete Pole 8.5/11 Mtr. Long Single Pole With All Accessories Complete In All Respect As Per Resspo Norms With Cartage From Store To Site. , Concreting /Grouting Of Plain Cement Concrete Pole 8.5/11 Mtr. Long (With Material) Of Support Up To Ground Level Including Back Filling And Ramming As Per Resspo Specification. With Cartage From Store To Site. , Fixing & Commissioning Of 11 Kv Vcb O/G Ctr 400/200/5A 350Mva With All Connection Properly Including All Required Material For Above Work With Cartage From Store To Site. , Fixing & Commissioning Of 33 Kv Vcb O/G Ctr 1250 annual periodical maintenance With All Connection Properly Including All Required Material For Above Work With Cartage From Store To Site. , Laying And Stringing Of Acsr Rabbit Conductor Complete In All Respect With Cartage From Store To Site. , Laying And Stringing Of Acsr Weasel Conductor Complete In All Respect With Cartage From Store To Site. , Fixing Of Stay Set Complete & Stay Wire With Cartage From Store To Site , Fixing Of 11 Kv X Cross Arm Various Type With Cartage From Store To Site. , Fixing Of 11 Kv Polymeric Pin Insulator With Pin With Cartage From Store To Site. , Fixing Of 11 Kv Polymeric Disc Insulator With Fiiting With Cartage From Store To Site. , Fixing Of Stay Wire 7/10 Swg With Cartage From Store To Site. , Fixing Of Stay Wire 7/8 Swg With Cartage From Store To Site. , Laying Lt Xlpe Cable 3X185 Sqmm With Cartage From Store To Site. , Fixing Of 11 Kv Cable Box 3X185 Xlpe Ht Sqmm O/D With Cartage From Store To Site. , Fixing Of 11 Kv Cable Box 3X185 Xlpe Ht Sqmm I/D With Cartage From Store To Site. , Fixing Of 3 Phase Distribustion Box With Cartage From Store To Site. , Laying Of Lt Abc Cable 3X120+1X95+1X16 Sqmm With Cartage From Store To Site. , Laying Of Lt Abc Cable 3X95+1X70+1X16 Sqmm With Cartage From Store To Site. , Laying Of Lt Abc Cable 3X50+1X35+1X16 Sqmm With Cartage From Store To Site. , Laying Of Lt Al. Cable 1X16 Sqmm With Cartage From Store To Site. , Laying Of 33 Kv 3X300 Sqmm Xlpe Cable From 33 Kv Vcb Panel To Power T/F Lt Side Proper Dressing As Per Resspo Norms With Cartage From Store To Site. , Laying Of 33 Kv 3X300 O/D Sqmm Xlpe Cable From 33 Kv Vcb Panel To Power T/F Lt Side Proper Dressing As Per Resspo Norms With Cartage From Store To Site. , Fixing Of 33 Kvcable Jointing Kit 3X300 Sqmm With All Accessories As Per Respo Norms With Cartage From Store To Site. , Fixing Of 33 Kv Tpmo With Structure With Cartage From Store To Site. , Laying And Stringing Of Acsr Dog Conductor On The Pole As Per Resspo Specification And As Per Direction Of Engineer In Charge It Includes Cost Of Labour, T & P Carrier Etc. Required For Proper Completion Of Work With Cartage From Store To Site. , Laying And Stringing Of Acsr Panther Conductor On The Pole As Per Resspo Specification And As Per Direction Of Engineer In Charge It Includes Cost Of Labour, T & P Carrier Etc. Required For Proper Completion Of Work With Cartage From Store To Site. , Providing & Fixing Of 11 Kv Vcb Numerical Protection Relay . , Fixing Of 33 Kv Bus Insulator With Cartage From Store To Site. , Fixing Of 33 Kv Line Insulator With Cartage From Store To Site. , Fixing 33 Kv La With Cartage From Store To Site. , Providing & Fixing Of Wti/Oti. , Fixing Of Ct/Pt With Cartage From Store To Site. , Fixing Of Battary Charger With Battary Set With Cartage From Store To Site. , Fixing Of 11 Kv Vcb For O/G Ctr With Cartage From Store To Site. , Fixing Of 33 Kv Vcb 1250 annual periodical maintenance With Cartage From Store To Site. , Fixing Of Unarroumed Control Cable 4X2.5 Sqmm With Cartage From Store To Site. , Providing & Fixing Of Earthing Complete By Pole , Providing & Fixing Of F-Bracket , Providing & Fixing Of Clamp With Nut & Bolt , Providing & Fixing Of Concreting Of With Muffing , Providing & Fixing Of Danger Board With Clamp & Nut And Bolt , Providing & Fixing Of Stone Pad , Providing & Fixing Of Holding Calmp With Nut & Bolt , Providing & Fixing Of Concrating Of Stay , Providing & Fixing Of Top Channel 100X50x6 Mm , Providing & Fixing Of Ms Angle 65X65x6 Mm , Providing & Fixing Of Lt Clamp With Nut & Bolt Plain Cement Concrete Pole , Providing Of Hdpe Pipe Pn-6, Pe-80 140 Mm. , Laying Of Cable By Hdd Method Along With Hdpe Pipe Pn-6, Pe-80 140 Mm Including Pilot Drilling, Reaming, Insertion, Cable Pulling, Pit Excavation And Restoration Complete. , Providing & Fixing Of Dead And Clamp With J Hook , Providing & Fixing Of Suspensin Clamp With I Hook , Providing & Fixing Of 3 Phase Distribution Box Clamp. , Providing & Fixing Of Pg Clamp All Size. , Providing & Fixing Of Lt Perice Connetor All Size. , Providing & Fixing Of Lt Shacle Insulator. , Providing & Fixing Of Gi Pipe 6 Dia , Dismentling & Cartage Of Old And Used 11 & 33 Kv Vcb All Rest Meterial & Other Accessories Loading & Unloading At Both End Received Back From Site To Central Store Ghaziabad. , Dismentling & Cartage Of Old And Used 33 Kv L.A (18 No), 33 Kv Ct 40/200/1A (07 No), Battery Charger 24 Volts (06 No), Battery Set 12 Nos (06 No) All Rest Meterial & Other Accessories Loading & Unloading At Both End Received Back From Site To Central Store. , Dismentling & Cartage Of Old And Used Acsr Weasel/Dog Conductor/Wire/Xlpe Cable/Ab Cable All Rest Meterial & Other Accessories Loading & Unloading At Both End Received Back From Site To Central Store. , Dismentling & Cartage Of Old And Used St Pole All Rest Meterial & Other Accessories With Loading & Unloading At Both End Received Back From Site To Central Store.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Uttar Pradesh View Result →
16.
Public Administrative Department #11300261 AOC
Tender For Annual Plan-161/25-GREENVALLY DWSSBORE WELLWARD-6-General Civil Work--- 1 Dws- 2 OD496514/2024-2025:Drilling charge of 110 mm bore well 3 OD496513/2024-2025:casing pipe 140 mm dia 6kg/cm2 PVC 4 OD496512/2024-2025:Cost of 1 No 140 mm dia PVC end cap 5 OD496516/2024-2025:Supply and fixing 5 hp motor pump of approved brands including all cost of conveyance labour etc complete 6 OD496520/2024-2025:Supply and fixing pump starter with control panel for 5 hp mortor pump setincluding all cost of conveyance labour etc complete 7 OD496511/2024-2025:Supply and fixing 3 phase pnnel board including all cost of conveyance labour etc complete 8 OD496515/2024-2025:Supply and fixing 6 mm cable including all cost of conveyance labour etc complete 9 OD496518/2024-2025:Supplying 16 mm plastic rope 10 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 11 OD496519/2024-2025:1.001- Specification code: Supplying and fixing 40 mm dia 10 kg/cm2 HDPE pipe PE - 80 including specials and all fitting charges but excluding trenching and refilling etc. complete. 12 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 13 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 14 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 15 OD521302/2024-2025:DR RUBBLE MASONARY, -Dry rubble without concrete levelling course masonary with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site 16 50.6.2.3:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 17 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 18 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 19 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 20 9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm 21 9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). 22 4.1.8: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 : 8 graded stone aggregate 40 nominal size) 23 OD514527/2024-2025:Providing nad fixing 0.35mm thick GI tile profile/traffold sheets roofing up to any pitch and fixing with polymer coated J or L hooks ,bolts and nuts 8mm dia GI plain and bitumen washer or with self drilling fastener and EPDM washers etc.complete (excluding cost of purlin rafters and trusses)including cutting sheets to size and shape wherever required 24 OD503716/2024-2025:Supplying and fixing RCC Door frame 80*195 25 OD496517/2024-2025:Granite name board
Contract Date: Jun 16, 2026 Contract Value : ₹ 3.99 Lakh
Government Departments No of Bidders 1
Kerala View Result →
17.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , 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 Ls: 733 And Ls: 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 Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred 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). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , 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 Ls: 733 And Ls: 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 Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred 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) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , 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 ,Embeding 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 Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , 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 Pjpe 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 Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , 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 Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling 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.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , 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 , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. 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/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. 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. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. 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. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling 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 , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black 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.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , 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 , 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. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. 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) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. 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 Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. 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 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. 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 Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, 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 T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, 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 T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , 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) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
Haryana View Result →
19.
Housing Urban and Rular Development #11278222 AOC
Supply Of Drinking Water Materials Under 15Th Finance And Nidhi 1 Scheem At Guddadanveri Gp Ranebennuru Taluk - Supply Of Stand Extension Bit For Guddadaanveri Gp,Supply Of Bucket Washer Nitrile Rubber. For Guddadaanveri Gp,Supply Of Lower Valve Guide. For Guddadaanveri Gp,Supply Of Upper Valve Guide. For Guddadaanveri Gp,Supply Of Lower Valve Assembly. For Guddadaanveri Gp,Supply Of Upper Valve Assembly. For Guddadaanveri Gp,Supply Of Cylinder Assembly Complete Set. For Guddadaanveri Gp,Supply Of Stand Assembly Non-Telescopic. For Guddadaanveri Gp,Supply Of M 12 X 50 Mm Long Hex Coupler. For Guddadaanveri Gp,Supply Of M 10 X 40 Bolts With Nylock Nut.. For Guddadaanveri Gp,Supply Of M 12 X 40 Bolts With 2 Nuts. For Guddadaanveri Gp,Supply Of Ball Bearing 6204Z For Guddadaanveri Gp,Supply Of Handle Axle. For Guddadaanveri Gp,Supply Of Chain With Coupling For Guddadaanveri Gp,Supply Of Connecting Rods.10 Ft. (3 Mtrs). For Guddadaanveri Gp,Supply Of Handle Bar Welded Component For Guddadaanveri Gp,Supply Of Water Tank Assembly For Guddadaanveri Gp,Supply Of Third Plate For Guddadaanveri Gp,Supply Of Head Assembly (+ Cover & Axle) For Guddadaanveri Gp,Supply Of Panl Bord 3 H P For Guddadaanveri Gp,Supply Of Panl Bord 2H P For Guddadaanveri Gp,Supply Of Moter 2H P 25 Stg For Guddadaanveri Gp,Supply Of Moter 2 H P 20 Stg For Guddadaanveri Gp,Supply Of Moter 3 H P 25 Stg For Guddadaanveri Gp,Supply Of Moter 3 H P 20 Stg For Guddadaanveri Gp,Supply Of Mug Moter Panl Set For Guddadaanveri Gp,Supply Of Opn Well Moter Sub 12.5 H P For Guddadaanveri Gp,Supply Of Moter 6 H P 12 Stg For Guddadaanveri Gp,Supply Of Moter 8 H P 12 Stg For Guddadaanveri Gp,Supply Of Moter 6 H P 8 Stg For Guddadaanveri Gp,Supply Of Moter 5 H P 8 Stg For Guddadaanveri Gp,Supply Of 305 Mtr 1100 V Cable 10 S Q Mm For Guddadaanveri Gp,Supply Of Axel Frame For Guddadaanveri Gp,Supply Of Mangalam Pn6 Pe 100 Hdpe Pipe 2 1/2 Inches For Guddadaanveri Gp,Supply Of C R I N R V 3Inches For Guddadaanveri Gp,Supply Of V-Guard Moter 0.5 Hp For Guddadaanveri Gp,Supply Of Pvc Pipe 90 Mm 6Kg For Guddadaanveri Gp,Supply Of Amps & Volts Meter Set For Guddadaanveri Gp,Supply Of Nut Bolt 3/8X11/2 Inches For Guddadaanveri Gp,Supply Of Pipe W.Rench 18Inches For Guddadaanveri Gp,Supply Of Ring Spanner 24X26 For Guddadaanveri Gp,Supply Of Duoble Spanner 24X26 For Guddadaanveri Gp,Supply Of Duoble Spanner 14X15 For Guddadaanveri Gp,Supply Of Double Spanner 12X13 For Guddadaanveri Gp,Supply Of Ring Spanner 12X13 For Guddadaanveri Gp,Supply Of Ring Spanner 18X19 For Guddadaanveri Gp,Supply Of Duoble Spanner 18X19 For Guddadaanveri Gp,Supply Of Ring Spanner 20X22 For Guddadaanveri Gp,Supply Of Pipe W.Rench 24Inches For Guddadaanveri Gp,Supply Of Pipe W.Rench 14Inches For Guddadaanveri Gp,Supply Of Pipe W.Rench 12Inches For Guddadaanveri Gp,Supply Of Dol Starter (13-21A) For Guddadaanveri Gp,Supply Of L&T Stater Delta For Guddadaanveri Gp,Supply Of Mangalam H D P Pipe 3Inches For Guddadaanveri Gp,Supply Of H D P G I Nippal 3Inches For Guddadaanveri Gp,Supply Of Out Door Type Panel Board For Guddadaanveri Gp,Supply Of H D P Nippl S S 2Inches For Guddadaanveri Gp,Supply Of H D P Nippl Ss 21/2Inches For Guddadaanveri Gp,Supply Of Amps Fuse 63 For Guddadaanveri Gp,Supply Of Mangle Pn6 Pe100 Hdpe Pipe 2 Inches For Guddadaanveri Gp,Supply Of Relay Unit L&T For Guddadaanveri Gp,Supply Of Agri Sl Valve 50 Mm For Guddadaanveri Gp,Supply Of Nipple 20X9inches For Guddadaanveri Gp,Supply Of Union 32 Mm For Guddadaanveri Gp,Supply Of G I Coller 25 Mm (1Inches ) For Guddadaanveri Gp,Supply Of G I Bend 15 Mm For Guddadaanveri Gp,Supply Of G I Nipple 36Inches 50 Mm For Guddadaanveri Gp,Supply Of G I Coller 25X20 (1X3/4Inches ) For Guddadaanveri Gp,Supply Of G I Coller 20X15 (1/2Inches ) For Guddadaanveri Gp,Supply Of G I Elbow 20X15 Mm For Guddadaanveri Gp,Supply Of G I Nipple 30Inches 15 Mm For Guddadaanveri Gp,Supply Of G I Nipple 24Inches 15 Mm For Guddadaanveri Gp,Supply Of G I Nipple 36Inches 15 Mm For Guddadaanveri Gp,Supply Of Gi Nipple 48Inches 20 Mm For Guddadaanveri Gp,Supply Of G I Nipple 36Inches 20 Mm For Guddadaanveri Gp,Supply Of Gi Nipple 6Inches 15 Mm For Guddadaanveri Gp,Supply Of G I Nipple 6Inches 50 Mm For Guddadaanveri Gp,Supply Of G I Elbow 50 Mm For Guddadaanveri Gp,Supply Of Pvc Pipe 15 Mm (1/2Inches ) For Guddadaanveri Gp,Supply Of Pvc Pipe 25 Mm (3/4Inches ) For Guddadaanveri Gp,Supply Of G I Nippl 18Inches 50 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve 90 Mm For Guddadaanveri Gp,Supply Of Pvc Fta 75 Mm For Guddadaanveri Gp,Supply Of Pvc Fta 63 Mm For Guddadaanveri Gp,Supply Of Pvc Rmta 75X63 Mm For Guddadaanveri Gp,Supply Of Pvc Rmta 90X75 Mm For Guddadaanveri Gp,Supply Of Pvc Rmta 90X 63 Mm For Guddadaanveri Gp,Supply Of Repair Saddle 90 Mm For Guddadaanveri Gp,Supply Of Repair Saddle 110 Mm For Guddadaanveri Gp,Supply Of Repair Saddle 63X15 Mm For Guddadaanveri Gp,Supply Of Metering Panel For Guddadaanveri Gp,Supply Of Flanz 65 Mm (Slv) For Guddadaanveri Gp,Supply Of Flanz 50 Mm (Slv) For Guddadaanveri Gp,Supply Of End Cap 20 Mm For Guddadaanveri Gp,Supply Of R C 75X63 Mm For Guddadaanveri Gp,Supply Of M T A 15 Mm For Guddadaanveri Gp,Supply Of F T A 15 Mm For Guddadaanveri Gp,Supply Of F T A 25 Mm For Guddadaanveri Gp,Supply Of Ashirvad Column Pipe 32 Mm For Guddadaanveri Gp,Supply Of G I Bend 50 Mm For Guddadaanveri Gp,Supply Of G I Coller 20 Mm For Guddadaanveri Gp,Supply Of G I Elbow 20 Mm For Guddadaanveri Gp,Supply Of G I Nipple 6 Inches 20 Mm For Guddadaanveri Gp,Supply Of Gi Nipple 12Inches 20 Mm For Guddadaanveri Gp,Supply Of G I Nipple 18Inches 20 Mm For Guddadaanveri Gp,Supply Of G I Nippl 24Inches 20 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve 25 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve 20 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve 75 Mm For Guddadaanveri Gp,Supply Of Pvc Coller 25 Mm 8Kg For Guddadaanveri Gp,Supply Of Pvc Coupler 90 Mm 4Kg For Guddadaanveri Gp,Supply Of G I Coller 50 Mm For Guddadaanveri Gp,Supply Of Pvc R F T A 75X63 Mm For Guddadaanveri Gp,Supply Of S L Valve 65 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve 40 Mm For Guddadaanveri Gp,Supply Of Pvc M T A 90 Mm 6Kg For Guddadaanveri Gp,Supply Of Pvc Thread Elbow 90X75 Mm For Guddadaanveri Gp,Supply Of Pvc Ball Valve Plane 110 Mm For Guddadaanveri Gp,Supply Of Pvc Tee 90 Mm 6Kg For Guddadaanveri Gp,Supply Of Pvc Elbow 90 Mm 6Kg For Guddadaanveri Gp,Supply Of Pvc End Cap 63 Mm 6Kg For Guddadaanveri Gp,Supply Of F T A Pvc 63 Mm For Guddadaanveri Gp,Supply Of Pvc Elbow 75 Mm 6Kg For Guddadaanveri Gp,Supply Of L&T Starter For Guddadaanveri Gp,Supply Of Reapere Coller 110 Mm For Guddadaanveri Gp,Supply Of Reapere Coller 90 Mm For Guddadaanveri Gp,Supply Of Fta Pvc 90 Mm For Guddadaanveri Gp,Supply Of Pvc Coller 90 Mm For Guddadaanveri Gp,Supply Of Pvc Coller 75 Mm For Guddadaanveri Gp,Supply Of G I Elbow 2Inches Isi For Guddadaanveri Gp,Supply Of Sp2 Preventer For Guddadaanveri Gp,Supply Of Motor Panel Board For Guddadaanveri Gp,Supply Of M T A Pvc 63 Mm For Guddadaanveri Gp,Supply Of Amps Fuse 100 For Guddadaanveri Gp,Supply Of Flanz 110 Mm For Guddadaanveri Gp,Supply Of Sp 3 Preventer For Guddadaanveri Gp,Supply Of Auto Starter For Guddadaanveri Gp,Supply Of Gi Tata Pipe 50 Mm For Guddadaanveri Gp,Supply Of Finolex Sub Cable 2.5 Sq Mm For Guddadaanveri Gp,Supply Of Bolt Nut 12 Mm For Guddadaanveri Gp,Supply Of Stand Assembly For Guddadaanveri Gp,Supply Of G I B Nipple 20X24inches For Guddadaanveri Gp,Supply Of G I B Nippe H 20X12inches For Guddadaanveri Gp,Supply Of G I Coller 20 Mm For Guddadaanveri Gp,Supply Of Taper Cock 20 Mm For Guddadaanveri Gp,Supply Of Pvc Shaddle Finolex 75X25 Mm For Guddadaanveri Gp,Supply Of Axel Blade For Guddadaanveri Gp,Supply Of Air Valve For Guddadaanveri Gp,Supply Of Aluminium Coil 1000 Feet 10 Mm For Guddadaanveri Gp,Supply Of Bore Cap 2Inches 10Inches For Guddadaanveri Gp,Supply Of Shallac For Guddadaanveri Gp,Supply Of Pvc Elbow (Thread) 75X63 Mm For Guddadaanveri Gp,Supply Of G I Bend Isi 50 Mm For Guddadaanveri Gp,Supply Of G I Nipple 50X12 Inches Mm For Guddadaanveri Gp,Supply Of Gi Coller Heavy 50 Mm For Guddadaanveri Gp,Supply Of Ashirvad Ci Top & Bottom Adopter 50Mm For Guddadaanveri Gp,Supply Of Ashirvad Column Pipe 50Mm For Guddadaanveri Gp,Supply Of G I Nipple H 50X6 Inches For Guddadaanveri Gp,Supply Of Trangel Boll Valve 50 Mm For Guddadaanveri Gp,Supply Of Moterunnati 7.5 H P 12 Stg For Guddadaanveri Gp,Supply Of Aluminium Coil 300Ft 10 Mm For Guddadaanveri Gp,Supply Of Clamp Double Nut Bolts 2Inches Heavy For Guddadaanveri Gp,Supply Of Panel Box Big For Guddadaanveri Gp,Supply Of Finolex Sub Cable 4.0 Sq Mm For Guddadaanveri Gp,Supply Of Pvc Service Shaddal Finolex 63X25 Mm For Guddadaanveri Gp,Supply Of Spanner 22 Mm For Guddadaanveri Gp,Supply Of Pvc Tee Finolx 75 Mm 6Kg For Guddadaanveri Gp,Supply Of No-Volt Coil For Guddadaanveri Gp,Supply Of Pvc Elbow Finolex 75 Mm 6Kg For Guddadaanveri Gp,Supply Of Sj Relay 20-32 A For Guddadaanveri Gp,Supply Of 4Kg Pvc Pipe Finolex 75Mm For Guddadaanveri Gp,Supply Of Meet Ball Valve P 65 Mm For Guddadaanveri Gp,Supply Of J K Solvent 500 Ml For Guddadaanveri Gp,Supply Of Pvc Elbow Finolex 63 Mm 6Kg For Guddadaanveri Gp,Supply Of Ball Vale Pvc P 63 Mm For Guddadaanveri Gp,Supply Of Pvc Pipe 6Kg Finolex 40 Mm For Guddadaanveri Gp,Supply Of P V C Pipe Finolex 63 Mm 4Kg For Guddadaanveri Gp,Supply Of J K Solution 100 Ml For Guddadaanveri Gp,Supply Of Repair Coller Finolex 75 Mm For Guddadaanveri Gp,Supply Of Reapere Coller Finolex 63 Mm For Guddadaanveri Gp
Contract Date: Ref. Documents Contract Value : ₹ 4.71 Lakh
Local Bodies No of Bidders 1
Karnataka View Result →
20.
Power #11269168 Price Bid
Tender for Carriage Of Following Material Of Estimate, From Electricity Store Center, Hapur To Site Of Work With Loading, Unloading Multiple Handling, Staking,Labour,T&P And Transpotation At Both Ends On Kachha/Packka Road, As Per Direction Of Site Incharge From Je Store/Store Center Hapur/Ghaziabad/Bulandshar (0-50 Km) Complete In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 11 Kv O/D Xipe 3X300 Sqmm C/J Kit , 11 Kv Through 3X185 Sqmm Xlpe C/J Kit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable Box 3X300 O/D Sqmm 33 Kv , H/S 33 Kv 3X300 Sqmm J/Kit St. Th , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Eraction And Fixing And Making Connection Of Following Material (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Cable Ht Xlpe 3X185 Sqmm 11 Kv With Double Circuit , Cable Box 3X185 O/D Sqmm 11 Kv , 11 Kv Vcb For Outgiong Ctr 200/100/5A 350 Mva (1250 Mva) Steelmake , 11 Kv Fuse Set , Plain Cement Concrete Pole 8.5 Mtr Long. , 11 Kv Pin Insulator Polymer , 11 Kv Disc Insulator Polymer , M.S. Channel 100X50x50 Mm , Earthing Complete , 11 Kv Xipe Cable 3X300 Sqmm With Double Circuit , 33 Kv Circuit Breaker 800A, 750 Mva , Acsr Dog. Conductor , Cable Ht Xipe 3X300 Sqmm 33 Kv , Cable H.T.Xlpe 11 Kv 3X300 Sq.Mm. , 11 Kv Vcb Incoming , 33 Kv Pt Outdoor (2Set) (2X3=6) , Battery Set 24 Volt , Battery Charger 24 Volt , 33 Kv Ct 400/200/1 annual periodical maintenance , 33 Kv Ct 200/100/1 annual periodical maintenance , 33 Kv Control Pannel Double T/F , 33 Kv Fuse Set , Providing, Supplying, Laying And Installation Of Hdpe Pipe Of Pe-80 Grade, Pn-6, 200 Mm Diameter By Horizontal Directional Drilling (Hdd) / Trenchless Method For Accommodating 11 Kv, 3×185 Sq.Mm Xlpe Insulated, Armoured Cable, Including Execution Of Road Crossing Or Similar Crossings Wherever Required, Complete With Pilot Drilling, Reaming And Pullback Operations, Proper Jointing Of Hdpe Pipe (Butt Fusion/Electrofusion), All Labour, Tools & Plants, Machinery, Drilling Fluid, Safety Arrangements, Formation Of Entry And Exit Pits And Site Restoration; The Contractor Shall Be Fully Responsible For Obtaining Necessary Permissions, Protection Of Existing Utilities And Resolution Of All Right Of Way (Row/Raw) Issues During Execution. , Laying Of 11 Kv Xlpe Cable Of Size 3X185/3X300 Sq.Mm Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge. , 11 Kv Ht Xlpe Cable 3X185 Sq.Mm With Double Circuit , 11 Kv Ht Xlpe Cable 3X300 Sq.Mm With Double Circuit , Providing The Material And Execution Gi Pipe Earthing With 40 Mm Dia B Class Gi Pipe 80 Feet Boar To Water Level For Proper Earthing ( Earthing Resistance Less Than Or Equal To 1 Omh ) At 33/11 Kv Substation With The Help Of 50Mm X 6Mm Gi Strip Duly Welding To Dt Transformer Other Equipment. With Earthing Mess Lug, Nut And Bolt. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing, Supplying And Fixing Of Copper Bus Bar Of Size 80 Mm × 10 Mm Suitable For 11 Kv Vcb Panel, Including Cutting, Drilling, Bending, Proper Alignment, Insulation Clearance, And Secure Fastening With All Required Nuts, Bolts, Washers And Supports, Ensuring Proper Electrical And Mechanical Connections, Complete In All Respects; The Work Shall Include All Labour, T&P Will Be Provided By Contractor In All Respects. , Grouting Of Following Plain Cement Concrete Pole 8.5 Mtr. Long Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Pg Clamps (Parallel Groove Clamps) Of Suitable Sizes For Making Conductor-To-Conductor Connections, Including Dog Conductor To Dog Conductor And Panther Conductor To Panther Conductor Joints, Complete With All Necessary Nuts, Bolts And Accessories, Ensuring Proper Electrical And Mechanical Continuity, As Per Relevant Standards And Directions Of Site Incharge All Labour, T&P Will Be Provided By Contractor In All Respects. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 11Kv Cable Jointing Kit 3X300 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Providing And Fixing 11 Kv Relay, With (E/F & O/C) Of C&S, Ashide, Abb Make With 1&5 annual periodical maintenance Port Suitable For 11 Kv Feeder Pannel As Per Respo/Norms And As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor With All Labour, T&P In All Respects. , Providing And Fixing Of Wti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti , As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Oti Meter Isi Mark For 33/11 Kv Power Transformer Work Including Making Connection Proper Opration Of Wti, As Per Respo/Norms And As Per Direction Of Site Incharge. All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing Of Vaccume Interupter In 11 Kv Pannel, As Per Direction Of Site Incharge. All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Providing And Fixing 33 Kv Ct Stracture As Per Respo/Norms And As Per Direction Of Site Inchagre Work Includs Grouting Stracture And Making Plinth As Per Norms All Required Nut Bolt, Clamps, Lug, Connector Etc For Safe & Porper Oprations Provided By Contractor All Labour, T&P Will Be Provided By Contractor In All Respects. , Dismantling Of Existing Electrical Equipment At Site, Including Proper Handling To Avoid Damage, And Safe Carriage/Transportation From The Work Site To The Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends, Covering All Leads Over Kachcha And Pucca Roads, Complete With All Labour, Tools & Plants, And Necessary Precautions, As Per The Directions Of The Site Incharge. All Labour Will Be Provided By Contractor In All Respects.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
21.
Defence #11264294 AOC
Bids Are invited for Penicillin Streptomycin , Fetal Bovin Serum ,Certified, Heat Inactivated, United States , Tryple Tm Express Enzyme No Phenol Red - Tryple (Tm) Express Enzyme No Phenol Red , Dmem , Dmem , Hepes , Sodium Pyruvate , Glutamax Supplement , Sodium Bicarbonate Solution , Distilled Water , Dimethyl Sulfoxide , Mtt 3-4-5 Dimethylthiazol-2,5 Diphenyltetrazolium Bromide , Phosphate Buffered Saline Ph-7,2 , Pbs Ph-7,4 , Trypan Blue Solution , Cryo Tags , Cryo Babies , Labserv Premium Nitrile Exam Glove , Long Universal Grad Tip,Sterile,Filter , Low Form Beaker With Spout , Gamma Stable Autoclavable Media Bottle Pc With White Hdpe Closure, Tray Pack , Falcon 5Ml Serological Pipet Polystyrene Increments Individually Packed Sterile , Falcon 10Ml Serological Pipet Polystyrene Increments Individually Packed Sterile , Falcon 6 Well Clear Flat Bottom Tissue Culture Treated Multiwell , Falcon 24 Well Clear Flat Bottom Tissue Culture Treated Multiwell , Cryo Gloves Medium 1 Pair , Cryo Box , Millex Tm Nylon Syringe Filter - Millex(Tm) Nylon Syringe Filter , Pes Membrane Filter , Square Coverslips , Haemocytomter Each , Sodium Pyruvate , Sodium Bicarbonate , Hepes , Dulbeccos Phosphate Buffered Saline , Nystatin , Micro Tips , Pes Membrane Filter Total Quantity : 89
Contract Date: Ref. Documents Contract Value : ₹ 8.34 Lakh
Government Departments No of Bidders 5
Delhi View Result →
22.
Drinking Water Supply and Sanitation #11257813 AOC
Tender For pipe water supply To Paraja Limka Village:- Paraja Limka Gp Padampur Under Koraput Block Under Dmf(2023-24) Programme.- 1 CONSTRUCTION OF 50,000 LTR Capacity RCC OGR 2 Designing , construction, testing and commissioning of 50,000 ltr capacity circular shape flat bottom with domb shape RCC on the ground reservoir(OGR) including supplying , fitting, fixing of M.S and aluminuim ladder , water level indicator, lightening arrester 1 nos. 80 mm CI puddle collar-4, 2 nos. CI MH cover, Inlet & Outlet arrangement with 80 mm dia GI pipe - 18 mtr and soil testing & drawing design etc. testing of the joints all complete fitting and fixing 80 CI sluice valves-2 Nos, Sluice valve chamber -2 nos of standard make providing CC M-25 for RCC work with 20mm & down grade size hg chips with 20mm thick cement plater over the cement concrete work, cement punning over plaster surface and painting 2 coats of water proofing weather coat etc. all complete as per approved drawing and design as per direction of Engineer-in-Charge. 3 CONSTRUCTION OF PUMP HOUSE 4 Supplying all labour, T&P and materials for earth work excavation in foundation in all kinds of soil with all lead & lift including dressing the sides & levelling the bed of the foundation as directed by the Engineer-in-charges complete as per specification & direction of the Engineer-in-charge. 5 Supplying all labour, T&P and materials and providing Cement Concrete (1:4:8) in foundation and plinth with 4cm. H.G.Stone metal with cost, conveyance, royalty, taxes of all materials required for the work as per specification & direction of the Engineer-in-charge. 6 Supplying all labour, T&P and materials and providing R.R. H.G.Stone masonary with C.M.(1:6) in foundation and plinth with granite stone including cost, conveyance, labour, tax, royalty of materials to worksite complete as directed by the Engineer-in-charge. 7 Supplying, filling in foundation & plinth with sand in 15cms. (9) thick layers with the cost conveyance royalties, taxes of the materials complete as per specification and direction of the Engineer-in-charge 8 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compacting concrete watering and curing for four weeks, finishing the exposed surface smooth including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect .as per specification and direction of the Engineer-in-charge.(Plinth Bend) 9 Supplying all materials, labour, T&P and providing Brick work with C.B Bricks in c.m (1:6) in superstructure using well burnt C.B bricks of size 23cm x 11cm x 8cm including cost, conveyance, royalty of all materials as per specification and direction of the Engineer-in-charge. 10 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect but excluding cost of MS Rods or Tor Steel and binding wires of 18 to 20 gauge as per including the cost of required quantity of centering and shuttering as per the dirction of the Engineer in Charge. 11 Lintel 12 Chajja 13 Straightening bend up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor Steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works including cost, conveyance and taxes of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc, complete in all floors as per specification and direction of the Engineer-in-charge. 14 Cost of M.S doors and windows : 15 Labour for fitting & fixing M.S. choukath to door & windows including making holes in the brick wall and fixing the clamps by using C.C (1:2:4) by using 12mm. size h.b.g chips with all cost, conveyance, labour, T&P etc., required for the work complete as per specification and direction of the Engineer-in-charge. 16 Supplying all materials, labour, T&P and providing 12mm (1/2) thick cement plaster (1:6) finished smooth with cost and conveyance of all materials as per specification and direction of the Engineer-in-charge. 17 Supplying all materials, labour, T&P and providing C.C. (1:2:4) work using 12mm size hard black broken granite stone chips including cost, conveyance, royalty & taxes etc, complete in all respect but excluding cost of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge as per specification and direction of the Engineer-in-charge. 18 Providing, fixing tiles in dados skirting and risers of steps on 12mm. thick cement plaster(1:3) jpinted with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 19 Providing & fixing (Glazed) tiles in all floor & treads of steps & landing on 25 mm thick bed of cement mortar in proportion (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 20 Supplying all materials, labour, T&P and providing 20mm (3/4) thick cement plaster (1:6) finished smooth to out side of stone work after raking out the joint including, watering and curing with cost and conveyance of all materials and labour with T&P ,all taxes and royalties etc., complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 21 Supplying all material, labour, T&P and providing grading concrete with C.C(1:2:2) using 06mm. Size hard stone broken chips of approved quality including hpisting and laying not exceeding 25mm. thick with proper packing and required slope, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect as per specification and direction of the Engineer-in-charge. 22 Supplying all labour, T&P and materials and finishing walls with two coats of weather coat over a coat of white wash with good shell lime with cost, conveyance, royalties and taxes of all the materials and labour with T&P required for the work etc, complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 23 Painting two coats with any approved paint to new wood work and iron work including sand papering, polishing the surface, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect including the the cost of appoved paint as per specification and direction of the Engineer-in-charge. 24 LAYING OF RISING MAIN 25 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 26 In all kind of Soil : (500.00mtr x 0.38mtr x 0.90mtr) 27 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 28 90 mm HDPE Pipe PE-80 PN-6 29 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 30 In all kinds of soil : 31 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 32 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 33 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 34 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 35 LAYING OF DISTRIBUTION SYSTEM 36 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 37 In all kind of Soil : (800 mtr x 0.38mtr x 0.90mtr) 38 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 39 63 mm HDPE Pipe PE-80 PN-6 40 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 41 In all kinds of soil : 42 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 43 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 44 100 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 45 80mm CI NR Valve IS- 14846/2000 PN-1.00 46 15 mm dia CISingle Air Valve IS 14845/2000 47 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 48 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 49 Air Valve Chamber(Size 0.75mtr x 0.75mtr x 1.15mtr) 50 Supplying all materials, labout T&P pipes, fittings, push/rotary type water tap for construction of RCC single mouth stand post of size 250x250 mm platform of 1050x1050 mm with 3000 mm waste water drain as per approved drawing design and specification with CC M20 unsing 12 mm size h.g.c.b chips of approved quality from approved quarry including hoisting, laying and compacting and finishing the exposed surface smooth watering and curing including earth work in excavation in hard soil and rigid smooth centring and shuttering for cement concrete works along with MS Rainforcement as per specification including cost, royalty and conveyance charges of all materials etc. complete directed by Engineer in Charge. 51 Transporting and supplying all materials, labour T&P, fabricating, fitting and fixing with specials at the site using Electric resistance welded pipes of reputed make (TATA / Zindal ), confirming to IS 1239 (P-1) 2004, IS 1978 & IS 3598, medium quality & standard weight, including cutting the pipes & flanges, drilling the bolt holes in the flanges, matching the pipes and flanges and jointing with proper gradient & alignment, welding with arc welding using electrodes with power generated by using mobile diesel generator set, etc. complete as per direction of Engineer in charge, including painting two coats with black anti-corrosive paint over one coat of primer, all cost, conveyance, taxes of paints, cost of fittings as T, Bend, Offsets, Nuts and bolts, Leather packing etc. but including the cost of flanges and required earthwork, cutting holes in masonry works etc. 52 80 mm dia G.I pipe 53 INTERNAL ELECTRIFICATION 54 Supplying the following materials ,required labour and T &P and providing internal electrification to pump house as required at site including commisioning and testing as per the direction of the Engineer in Charge. 55 Surface wiring to light point in 20mm dia PVC cond. Pipe on MS board wiyh 3mm thick mulltistand copper wire. 56 a. Short point 57 b. Medium point 58 Surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 59 surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 60 Medium point 61 B.H. Fitting including all connection. 62 63 AMP 440 V ICTPN main switch 63 3 nos 63 Amp kitkat fuse on MS Board. 64 32 Amp main switch with all connections 65 Sub- main wiring 4 x 4mm2 copper wire with in 20mm dia pvc conduit. 66 Sub- main wiring 2 x 2.5mm2 copper wire with in 20mm dia pvc conduit. 67 Standard earthing in 38mm dia 3mtr long GI pipe with No 8 GI wire including all connections. 68 4 x 40 W F.L. Fitting complete with tube. 69 25 x 5 mm thick iron FL frame , ( 6.5 ft x 2.5 ft ) embeded on wall with all consumable materials like cement chips painting etc including all connections with PVC paint, flexible pipe,copper cable etc. 70 15 Amp switch and socket on 10 x 12 size MS board with all connections 71 RYB phase indicator with control 5 Amp F.T. switch with all connection. 72 5 Amp plug point on separate board fixed with 7 x 4 MS box with lylem cover with necessary connection. 73 Short point 74 10mm2 4 core cable 75 Ceiling Fan 76 PUMPING UNIT 77 Supplying installing, testing & commissioning of suitable vertical Sumersible pumping set of any repurted make such as KSB/Crompton/Greaves/ Kirloskar CRI/Suguna etc with energy efficient motor with ISI mark to run in 3 phase AC supply capble to discharge clear water from Intake well @2.85 lps against a total head of 80 mtrs. along with suitable pannel board of reputed make with ISI mark and 3 core flat submersible cable of reputed make with ISI mark . 78 5.00 HP 79 Supplying Testing ,and installation of suitable control pannel Board for suitable vertical submerssible pump and motor set with reputed ISI make. 80 Make BCH/L & T/Havels 81 Supplying, fitting & testing of 6mm2 three core flat submerssible electric cable reputed ISI make Finolex/BCH/Havells 82 Supplying, fitting & testing of required assessories like G.I R/S, stainless Steel nipple, G.I bend,wire ropw all of heavy quality with M.S calmp, MS bore cover etc. as required at site to complete the installation of the pimp set etc. complete in all respect. 83 Supplying of 50 mm dia HDPE suction pipe for lowering of pump & motors etc Please Enable Macros to View BoQ information
Contract Date: Jun 09, 2026 Contract Value : ₹ 15.06 Lakh
Government Departments No of Bidders 9
Odisha View Result →
23.
Drinking Water Supply and Sanitation #11249728 AOC
Tender For pipe water supply To Kumar Limka Adivasi Sahi & Kumar Sahi Village:-Kumar Limka Adivasi Sahi Gp Padampur Under Koraput Block Under Dmf(2023-24) Programme- 1 CONSTRUCTION OF 50,000 LTR Capacity RCC OGR 2 Designing , construction, testing and commissioning of 50,000 ltr capacity circular shape flat bottom with domb shape RCC on the ground reservoir(OGR) including supplying , fitting, fixing of M.S and aluminuim ladder , water level indicator, lightening arrester 1 nos. 80 mm CI puddle collar-4, 2 nos. CI MH cover, Inlet & Outlet arrangement with 80 mm dia GI pipe - 18 mtr and soil testing & drawing design etc. testing of the joints all complete fitting and fixing 80 CI sluice valves-2 Nos, Sluice valve chamber -2 nos of standard make providing CC M-25 for RCC work with 20mm & down grade size hg chips with 20mm thick cement plater over the cement concrete work, cement punning over plaster surface and painting 2 coats of water proofing weather coat etc. all complete as per approved drawing and design as per direction of Engineer-in-Charge. 3 CONSTRUCTION OF PUMP HOUSE 4 Supplying all labour, T&P and materials for earth work excavation in foundation in all kinds of soil with all lead & lift including dressing the sides & levelling the bed of the foundation as directed by the Engineer-in-charges complete as per specification & direction of the Engineer-in-charge. 5 Supplying all labour, T&P and materials and providing Cement Concrete (1:4:8) in foundation and plinth with 4cm. H.G.Stone metal with cost, conveyance, royalty, taxes of all materials required for the work as per specification & direction of the Engineer-in-charge. 6 Supplying all labour, T&P and materials and providing R.R. H.G.Stone masonary with C.M.(1:6) in foundation and plinth with granite stone including cost, conveyance, labour, tax, royalty of materials to worksite complete as directed by the Engineer-in-charge. 7 Supplying, filling in foundation & plinth with sand in 15cms. (9) thick layers with the cost conveyance royalties, taxes of the materials complete as per specification and direction of the Engineer-in-charge 8 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compacting concrete watering and curing for four weeks, finishing the exposed surface smooth including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect .as per specification and direction of the Engineer-in-charge.(Plinth Bend) 9 Supplying all materials, labour, T&P and providing Brick work with C.B Bricks in c.m (1:6) in superstructure using well burnt C.B bricks of size 23cm x 11cm x 8cm including cost, conveyance, royalty of all materials as per specification and direction of the Engineer-in-charge. 10 Supplying all materials, labour T&P providing R.C.C. (1:2:4) work using 12mm size hard black hand broken granite stone chips including cost conveyance taxes and royalty of all materials and labour with T&P required for the work etc, complete in all respect but excluding cost of MS Rods or Tor Steel and binding wires of 18 to 20 gauge as per including the cost of required quantity of centering and shuttering as per the dirction of the Engineer in Charge. 11 Lintel 12 Chajja 13 Straightening bend up or coiled rods cutting bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor Steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works including cost, conveyance and taxes of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc, complete in all floors as per specification and direction of the Engineer-in-charge. 14 Cost of M.S doors and windows : 15 Labour for fitting & fixing M.S. choukath to door & windows including making holes in the brick wall and fixing the clamps by using C.C (1:2:4) by using 12mm. size h.b.g chips with all cost, conveyance, labour, T&P etc., required for the work complete as per specification and direction of the Engineer-in-charge. 16 Supplying all materials, labour, T&P and providing 12mm (1/2) thick cement plaster (1:6) finished smooth with cost and conveyance of all materials as per specification and direction of the Engineer-in-charge. 17 Supplying all materials, labour, T&P and providing C.C. (1:2:4) work using 12mm size hard black broken granite stone chips including cost, conveyance, royalty & taxes etc, complete in all respect but excluding cost of M.S. Rods or Tor Steel and binding wires of 18 to 20 gauge as per specification and direction of the Engineer-in-charge. 18 Providing, fixing tiles in dados skirting and risers of steps on 12mm. thick cement plaster(1:3) jpinted with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 19 Providing & fixing (Glazed) tiles in all floor & treads of steps & landing on 25 mm thick bed of cement mortar in proportion (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing & polishing with cost, conveyance of all materials royalty, taxes etc, complete & as per the direction of the Engineer-in-charge. 20 Supplying all materials, labour, T&P and providing 20mm (3/4) thick cement plaster (1:6) finished smooth to out side of stone work after raking out the joint including, watering and curing with cost and conveyance of all materials and labour with T&P ,all taxes and royalties etc., complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 21 Supplying all material, labour, T&P and providing grading concrete with C.C(1:2:2) using 06mm. Size hard stone broken chips of approved quality including hpisting and laying not exceeding 25mm. thick with proper packing and required slope, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect as per specification and direction of the Engineer-in-charge. 22 Supplying all labour, T&P and materials and finishing walls with two coats of weather coat over a coat of white wash with good shell lime with cost, conveyance, royalties and taxes of all the materials and labour with T&P required for the work etc, complete in all respect in all floors as per specification and direction of the Engineer-in-charge. 23 Painting two coats with any approved paint to new wood work and iron work including sand papering, polishing the surface, with cost conveyance and taxes of all materials and labour with T&P required for the work etc, complete in all respect including the the cost of appoved paint as per specification and direction of the Engineer-in-charge. 24 LAYING OF RISING MAIN 25 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 26 In all kind of Soil : (500.00mtr x 0.38mtr x 0.90mtr) 27 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 28 90 mm HDPE Pipe PE-80 PN-6 29 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 30 In all kinds of soil : 31 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 32 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 33 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 34 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 35 LAYING OF DISTRIBUTION SYSTEM 36 Earth work in excavation of trenches for laying of pipe line including dressing, leveling the bed upto required depth & within initial lead of 50mtrs & 1.5mtrs initial lift breaking clods to maximum size (5 to 7cm) laying in layers not exceeding 0.30mtrs in depth etc. complete including cost of all labour, T&P, pipes, fittings and specials etc.required for completion of the item as per specification & direction of Engineer in charge. 37 In all kind of Soil : (800 mtr x 0.38mtr x 0.90mtr) 38 Supplying all materials including HDPE pipes, fittings and specials, labour, T&P for laying in trenches unplasticised HDPE pipes of the following outside diameter for all classes and specials as required at site, including jointing with solvent cement by non heat application method excluding the cost of earth work in excavation but including the cost of pipes cost of fitting and specials & testing the pipe line etc. all complete as per direction of Engineer-in-charge. 39 63 mm HDPE Pipe PE-80 PN-6 40 Supplying all labour, T&P for filling excavated earth in the pipe line trenches by laying in layers not exceding 9 (225mm) including watering and ramming as per the direction Engineer-in-charge. 41 In all kinds of soil : 42 Supplying all labour T&P fitting and fixing of CI sluice valves with double flanged ends in the water line for controlling purposes conforming to IS:14846-2000 for the following rating and nominal diameters as per specifications complete of approved make with supply of all joining materials, T&P etc all complete including testing as per specicication complete 43 80 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 44 100 mm dia CI Sluice Valve IS- 14846/2000 PN-1.00 45 80mm CI NR Valve IS- 14846/2000 PN-1.00 46 15 mm dia CISingle Air Valve IS 14845/2000 47 Supplying all labour, material, T&P and constructing brick masonry valve chambers of following mentioned inetrnal dimension, complete with C.C (1:4:8) with 40 mm size hbg metal at the bottom, C.B brick masonry in c.m(1:4) with internal plastering and R.C.C top cover with C.C(1:2:4) with 12mm size hbg metal & MS Rod 0.85qntl per 1 cum and with 12mm thick cement plaster (1:4) complete in all respect as per the direction of the Engineer-in-charge. 48 SluiceValve/NR Valve Chamber (Size 0.90mtr x 0.90 mtr x 1.15 mtr) 49 Air Valve Chamber(Size 0.75mtr x 0.75mtr x 1.15mtr) 50 Supplying all materials, labout T&P pipes, fittings, push/rotary type water tap for construction of RCC single mouth stand post of size 250x250 mm platform of 1050x1050 mm with 3000 mm waste water drain as per approved drawing design and specification with CC M20 unsing 12 mm size h.g.c.b chips of approved quality from approved quarry including hoisting, laying and compacting and finishing the exposed surface smooth watering and curing including earth work in excavation in hard soil and rigid smooth centring and shuttering for cement concrete works along with MS Rainforcement as per specification including cost, royalty and conveyance charges of all materials etc. complete directed by Engineer in Charge. 51 Transporting and supplying all materials, labour T&P, fabricating, fitting and fixing with specials at the site using Electric resistance welded pipes of reputed make (TATA / Zindal ), confirming to IS 1239 (P-1) 2004, IS 1978 & IS 3598, medium quality & standard weight, including cutting the pipes & flanges, drilling the bolt holes in the flanges, matching the pipes and flanges and jointing with proper gradient & alignment, welding with arc welding using electrodes with power generated by using mobile diesel generator set, etc. complete as per direction of Engineer in charge, including painting two coats with black anti-corrosive paint over one coat of primer, all cost, conveyance, taxes of paints, cost of fittings as T, Bend, Offsets, Nuts and bolts, Leather packing etc. but including the cost of flanges and required earthwork, cutting holes in masonry works etc. 52 80 mm dia G.I pipe 53 INTERNAL ELECTRIFICATION 54 Supplying the following materials ,required labour and T &P and providing internal electrification to pump house as required at site including commisioning and testing as per the direction of the Engineer in Charge. 55 Surface wiring to light point in 20mm dia PVC cond. Pipe on MS board wiyh 3mm thick mulltistand copper wire. 56 a. Short point 57 b. Medium point 58 Surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 59 surface wiring to 3pin 5A plug point in 20m dia pvc conduit on existing board . 60 Medium point 61 B.H. Fitting including all connection. 62 63 AMP 440 V ICTPN main switch 63 3 nos 63 Amp kitkat fuse on MS Board. 64 32 Amp main switch with all connections 65 Sub- main wiring 4 x 4mm2 copper wire with in 20mm dia pvc conduit. 66 Sub- main wiring 2 x 2.5mm2 copper wire with in 20mm dia pvc conduit. 67 Standard earthing in 38mm dia 3mtr long GI pipe with No 8 GI wire including all connections. 68 4 x 40 W F.L. Fitting complete with tube. 69 25 x 5 mm thick iron FL frame , ( 6.5 ft x 2.5 ft ) embeded on wall with all consumable materials like cement chips painting etc including all connections with PVC paint, flexible pipe,copper cable etc. 70 15 Amp switch and socket on 10 x 12 size MS board with all connections 71 RYB phase indicator with control 5 Amp F.T. switch with all connection. 72 5 Amp plug point on separate board fixed with 7 x 4 MS box with lylem cover with necessary connection. 73 Short point 74 10mm2 4 core cable 75 Ceiling Fan 76 PUMPING UNIT 77 Supplying installing, testing & commissioning of suitable vertical Sumersible pumping set of any repurted make such as KSB/Crompton/Greaves/ Kirloskar CRI/Suguna etc with energy efficient motor with ISI mark to run in 3 phase AC supply capble to discharge clear water from Intake well @2.85 lps against a total head of 80 mtrs. along with suitable pannel board of reputed make with ISI mark and 3 core flat submersible cable of reputed make with ISI mark . 78 5.00 HP 79 Supplying Testing ,and installation of suitable control pannel Board for suitable vertical submerssible pump and motor set with reputed ISI make. 80 Make BCH/L & T/Havels 81 Supplying, fitting & testing of 6mm2 three core flat submerssible electric cable reputed ISI make Finolex/BCH/Havells 82 Supplying, fitting & testing of required assessories like G.I R/S, stainless Steel nipple, G.I bend,wire ropw all of heavy quality with M.S calmp, MS bore cover etc. as required at site to complete the installation of the pimp set etc. complete in all respect. 83 Supplying of 50 mm dia HDPE suction pipe for lowering of pump & motors etc Please Enable Macros to View BoQ information
Contract Date: Jun 09, 2026 Contract Value : ₹ 15.06 Lakh
Government Departments No of Bidders 9
Odisha View Result →
24.
Railways #11240123 AOC
Supply Of supply of lyg02 rail track grease. , supply of lyg02 rail track grease. (packing in 5 kgs. hdpe pails/containers) [ warranty pe riod: 30 months after the date of delivery ] ]
Contract Date: Jun 08, 2026 Contract Value : ₹ 3.29 Lakh
Government Departments No of Bidders 1
Maharashtra View Result →
Maharashtra View Result →
26.
Public Administrative Department #11213978 AOC
Tender For Supply Of Various Water Supply Maintenance And Related Material As Per Item List For The Financial Year 2025-26 In Municipal Council Dhar; 1 Cable Three Core Copper (Gauge 12) 2.5 mmMark PepAnkit Company2 Cable Three Core Copper (Gauge 12) 2.5 mmMark PepFinolex Company3 Cable Three Core Copper (Gauge 12) 4 mmAnkit Company4 Cable Three Core Copper (Gauge 12) 4 mmFinolex Company5 Cable Three Core (Gauge 12) 6 mmAnkit Company6 Cable Three Core (Gauge 12) 6 mmFinolex Company7 Cable Three Core (Gauge 12) 10 mmAnkit Company8 Cable Three Core (Gauge 12) 10 mmFinolex Company9 Cable Three Core (Gauge 12) 12 mmAnkit Company10 Cable Three Core (Gauge 12) 12 mmFinolex Company11 Cable Three Core (Gauge 12) 16 mmAnkit Company12 Cable Three Core (Gauge 12) 16 mm Finolex Company13 Wire Bundle Aluminium 10 Gauge 100 Meter Single Core 10 MM14 Wire Bundle Aluminium 10 Gauge 100 Meter Single Core 12 MM15 Wire Bundle Aluminium 10 Gauge 100 Meter Single Core 16 MM16 Wire Bundle Aluminium 10 Gauge 100 Meter Single Core 14 MM17 Armored Cable 4 Lead Mannon PVC Coated 12 MM18 Armored Cable 4 Lead Mannon PVC Coated 14 MM19 Armored Cable 4 Lead Mannon PVC Coated 16 MM20 Armored Cable 4 Lead Mannon PVC Coated 20 MM21 Armored Cable 4 Lead Mannon PVC Coated 25 MM22 C.I.D. Plain Joint with Rubber Ring Viser with Nut Bold 6 inch long 50 mm mesh composite parameter 2 inch23 C.I.D. Plain Joint with Rubber Ring Viser with Nut Bold 6 inch long 80 mm mesh composite parameter 3 inch24 C.I.D. Plain Joint with Rubber Ring Viser with Nut Bold 6 inch long 100 mm mesh composite parameter 4 inch25 C.I.D. Plain Joint with Rubber Ring Viser with Nut Bold 6 inch long 150 mm mesh composite parameter 6 inch26 C.I.D. Plain Joint with Rubber Ring Viser with Nut Bold 6 inch long 200 mm mesh composite parameter 8 inch27 C.I.D. Plain joint with rubber ring wire nut bold 6 inch long 250 mm diameter compound length 10 inch28 C.I.D. Plain Joint with Rubber Ring Vysor with Nut Bold 6 inch long 300 mm Chamat Mej Kampahad Partial 12 inch29 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 90 mm 3 inch30 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 110 mm 4 inch31 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 160 mm 6 inch32 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 200 mm 8 inch33 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 250 mm 10 inch34 CI HDP Mechanical D Joint Gasket Ring Vysor with Nut Bold 8 inch long 300 mm12 inch35 CI HDP Mechanical D Joint Gasket Ring with Vysor with Nut Bolted 8 inch long 350 mm14 inch36 CI HDP Mechanical D Joint Gasket Ring with Vysor with Nut Bolted 8 inch long 400 mm16 inch37 1.25 inch GI Pipe Heavy B Class ISI Marked 4 inch long Sockets 32 mm per meter ISI Marked 3 meter / 6 meter per meter38 2 inch GI Pipe Heavy B Class ISI Marked 4 inch long Sockets 50 mm per meter ISI Mark39 3 inch GI Pipe Heavy B Class ISI Marked 4 inch long Sockets 80 mm per meter ISI Mark40 4 inch GI Pipe Heavy B Class ISI 4 inch long socket 100 mm per meter ISI Mark41 5 inch GI Pipe Heavy B Class ISI Mark 4 inch long socket 100 mm per meter ISI Mark42 6 inch GI Pipe Heavy B Class ISI Mark 4 inch long socket 150 mm per meter ISI Mark43 8 inch GI Pipe Heavy B Class ISI Mark 4 inch long socket 200 mm per meter ISI Mark44 10 inch GI Pipe Heavy B Class ISI Mark 4 inch long socket45 12 inch GI Pipe Heavy B Class ISI Mark 4 inch long socket46 1.25 inch GI Socket 4 inch long heavy 32 mm47 2 inch GI Socket 4 inch long heavy 50 mm48 3 inch GI Socket 4 inch long heavy 90 mm49 4 inch GI Socket 4 inch long heavy 110 mm50 5 inch GI Socket 4 inch long heavy 125 mm51 6 inch GI Socket 4 inch long heavy 160 mm52 8 inch GI Socket 4 inch long heavy 200 mm53 1.25 inch GI Bend 90 degree ISI Mark54 2 inch GI Bend 90 degree ISI Mark55 3 inch GI Bend 90 Degree ISI Mark56 4inch GI Bend 90 Degree ISI Mark57 5inch GI Bend 90 Degree ISI Mark58 6inch GI Bend 90 Degree ISI Mark59 8inch GI Bend 90 Degree ISI Mark60 1.25inch GI Elbow 32mm61 2inch GI Elbow 50mm62 3inch GI Elbow 90mm63 4inch GI Elbow 110mm64 5inch GI Elbow 125mm65 6inch GI Elbow 160mm66 8 inch GI Elbow 200 mm67 1.25 inch GI Flanch 32 mm Heavy68 2 inch GI Flanch 50 mm Heavy69 3 inch GI Flanch 90 mm Heavy70 4 inch GI Flanch 110 mm Heavy71 5 inch GI Flanch 125 mm Heavy72 6 inch GI Flanch 160 mm Heavy73 8 inch GI Flanch 200 mm Heavy74 C.I. Sludge Wall PE/DF Heavy Duty ISI Mark Brass Rod 63 x 21/2 mm per piece75 3 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 90 mm per piece76 4 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 110 mm per piece77 5 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 125 mm per piece 78 6 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 160 mm per piece 79 8 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 200 mm per piece 80 10 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 250 mm per piece 81 12 inch C.I. Sluice Wall PE/DF Heavy Duty ISI Marked Brass Rod 300 mm per piece per piece 82 14 inch C.I. Sludge Wall PE/DF Heavy Duty ISI Marked in Brass Rod 350 mm per piece 83 16 inch C.I. Sludge Wall PE/DF Heavy Duty ISI Marked in Brass Rod 400 mm per piece 84 2 inch PVC Pipe ISI Marked 10 Kg 50 mm per meter 85 3 inch PVC Pipe ISI Marked 10 Kg 90 mm per meter 86 4 inch PVC Pipe ISI Marked 10 Kg 110 mm per meter 87 5 inch PVC Pipe ISI Marked 10 Kg 125 mm per meter 88 6 inch PVC pipe ISI mark 10 kg 160 mm per meter 89 8 inch PVC pipe ISI mark 10 kg 200 mm per meter 90 CIT 12x8 91 CIT 12x6 92 CIT 12x4 93 CIT 8x8 94 CIT 8x6 95 CIT 8x4 96 CIT 6x6 97 CIT 6x4 98 CIT 4x3 99 Rubber sheet white per kg 6 mm per kg 100 Hole light I.S. i.mark per kg 101 2 Inch Rubber Ring Dose K Titan 50 Mm 102 3 Inch Rubber Ring Dose K Titan 90 Mm 103 4 INCH RUBBER RING DOSE K TITAN 110 MM 104 6 Inch Rubber Ring Dose K Titan 160 Mm 105 8 Inch Rubber Ring Dose K Titan 200 Mm 106 10inch Rubber Ring Dose K Titan 250 Mm. 107 12 INCH RUBBER RING DOSE K TITAN 300 MM 108 14 Inch Rubber Ring Dose K Titan 350 Mm 109 3 inch tailpiece ISI90 mm 110 4 inch tailpiece ISI110 mm 111 6 inch Tailpiece ISI 160 mm 112 8 inch Tailpiece ISI 200 mm 113 10 inch Tailpiece ISI 250 mm 114 12 inch Tailpiece ISI 300 mm 115 14 inch Tailpiece ISI 350 mm 116 16 inch Tailpiece ISI 400 mm 117 Pipe Range Pana Company Taparia 15 mm 118 Pipe Range Pana Company Taparia 20 mm 119 Pipe Range Pana Company Taparia 25 mm 120 36 No. Pipe Range Pana Company Taparia 90 mm 121 48 No. Pipe Range Pana Company Taparia 110 mm 122 Fix Pana Set 10 No. to 32 No. Taparia Company 123 Rig Pana Set 10 No. to 32 No. Taparia Company 124 Pana Bata No. 24 x26 Taparia Company 125 Fix Set and Rig Set Pana Taparia 126 HDPE Roll Pipe 1 Per Meter 127 HDPE Roll Pipe 2 Per Meter 128 HDPE Roll Pipe 3 Per Meter 129 HDPE Roll Pipe 4 per meter 130 HDPE Pipe 6 per meter in 6 meters 131 HDPE Pipe 8 per meter in 6 meters 132 HDPE Pipe 10 per meter in 6 meters 133 HDPE Pipe 12 per meter in 6 meters 134 HDPE Pipe 14 per meter in 6 meters 135 M.S. Pata Clam 2 Heavy Motor Engine per piece 136 M.S. Pata Clam 4 Heavy Motor Engine per piece 137 M.S. Pata Clam 5 Heavy Motor Engine Per Piece 138 Cut Out Per Piece Company Sentinel 32 Amp 139 Cut Out Per Piece Company Melbourne 32 Amp 140 Cut Out Per Piece Company Sentinel 63 Amp 141 Cut Out Per Piece Company Melbourne 63 Amp 142 Cut Out Per Piece Company Sentinel 100 Amp 143 Cut Out Per Piece Company Melbourne 100 Amp 144 Cut Out Per Piece Company Melbourne 200 Amp 145 Cut Out Per Piece Company Sentinel 200 Amp 146 Cut Out Per Piece Company Sentinel 500 Amp 147 Cut Out Per Piece Company Melbourne 500 Amp 148 2 Inch G.I. Plancha Heavy Per Piece 149 3 Inch G.I. Planch Heavy Per Piece 150 4 inch GI Planch Heavy Per Piece 151 5 inch GI Planch Heavy Per Piece 152 10 inch GI Planch Heavy Per Piece 153 12 inch GI Planch Heavy Per Piece 154 6 inch GI Planch Heavy Per Piece 155 Section Pipe Hasti 2 inch 156 Section Pipe Hasti 3 inch 157 Section Pipe Hasti 4 inch 158 Ampere Meter ISI 159 Voltage Meter ISI 160 Garden Pipe Flexible Per Meter Half inch mm. per meter 161 Garden Pipe Flexible Per Meter 1 inch mm. per meter 162 Garden Pipe Flexible Per Meter 1.5 inch mm. per meter 163 Poly Aluminium Fluoride (Gresim) Greresim makebuild Per tone 164 Bleaching Gresim make Greresim makebuildPer Bag 25 Kg 165 Alum Alum Per Ton 166 Non Return Valve 3 ISI Kirloskar 167 Non Return Valve 4 ISI Kirloskar 168 Non Return Valve 5 ISI Kirloskar 169 Non Return Valve 6 ISI Kirloskar 170 Non Return Valve 8 ISI Kirloskar 171 Non Return Valve 10 ISI Kirloskar 172 Non Return Valve 12 ISI Kirloskar 173 Non Return Valve 14 ISI Kirloskar 174 Non Return Valve 16 ISI Kirloskar 175 Syntex Company 3 Layer PVC Tank ISI Mark 500 Litres Per Litre 176 Syntex Company 3 Layer PVC Tank ISI Mark 1000 Litres Per Litre 177 Syntex Company 3 Layer PVC Tank ISI Mark 2000 Litres Per Litre 178 Fountain Lotus (Half) Complete Per Piece 179 C.I. Cylinder with Gun Metal Lower & Upper Valve & Distem Piece Complete Mark 900 (Brush) 3 Vysor Per Piece 180 Chain with Coupler Per Piece 181 Leveler Wall Complete Set Brush As per Sample 3 Vysor Per Piece 182 Upper Wall Compressor
Contract Date: Jun 02, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 5
Madhya Pradesh View Result →
27.
Drinking Water Supply and Sanitation #11200378 AOC
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Government Work; As Per Attached Scope Of Work; Service Provider--Earth Work In Ordinary Soil Excavation By Machanical/Maual In Trenches Including Dressing Of Sides And Ramming Of Bottemswith Lift Upto 1.50 M And Lead Upto 50 M. 0.00 To 1.50 M Supply Of Fallowing Pipes Including Freight, Insurance, Loading, Unloading And Cartage To Site Ete Complete 150 Mm Dia Di Pipe Supply Of D.I. Specialsuch As Bend,Tailpeice Etc For The Above Pipe Line @ 10% Of Item 4 Supply Of 110 Mm Pn-6 Pe-100 Hdpe Pipes Including Freight, Insurance, Loading, Unloading And Cartage To Site Etc Complete Supply Of Hdpe Specials Such As Bend,Tailpeice Etc For The Above Pipe Line @ 5% Of Item 6 Carting, Lowering In To Trenches And Laying True To Alignment Of Following Di Pipe 150 Mm Dia Di Pipe Carting, Lowering In To Trenches And Laying True To Alignment Of 110 Mm Pn-6 Pe-100 Hdpe Pipes. Supply And Fixing Offallowing Sizes C.I. D/F Sluice Valve As Per I.S. 780-1960 Tested To 10 Kg Per Sq. Cm Including Supply Of All Labour Jointing Material Fraight Etc All Complete. 100 Mm Dia 150 Mm Dia
Contract Date: Ref. Documents Contract Value : ₹ 72.27 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
28.
Housing Urban and Rular Development #11189008 AOC
Supply Of Water Supply Materials In The Villages Coming Under The Gonisomanahalli Gram Panchayat. - Mdp Pipe (Wtr Supply Items),Non-Return Valve 50 Mm Dia (Wtr Supply Items),Sluice Valve Pn -10.0 And 80Mm (Wtr Supply Items),Air Valve 80Mm Dia (Wtr Supply Items),Teflon Tape (Wtr Supply Items),Gi Pipe 20Mm (Wtr Supply Items),Tap (Wtr Supply Items),Air Valve Pn 16.0 (Wtr Supply Items),Sluice Valve Of Pn -10.0 And 80Mm (Wtr Supply Items),Sluice Valve Of Pn -10.0 And 50Mm (Wtr Supply Items),Electro Fusion End Cap With Pipe Of 0.2M Length (Wtr Supply Items),Electro Fusion Reducer 75 X 63Mm Dia (Wtr Supply Items),Electro Fusion Elbow 75 Mm (Wtr Supply Items),Electro Fusion Elbow 63 Mm (Wtr Supply Items),Electro Fusion Tee 75 Mm (Wtr Supply Items),Electro Fusion Tee 63 Mm (Wtr Supply Items),Electro Fusion Coupler 75 Mm (Wtr Supply Items),Electro Fusion Coupler 63 Mm (Wtr Supply Items),Pe100 Pn-6 Pe100 63Mm (Pn 10/10 Kg/Cm2) (Wtr Supply Items),Pe100 Pn-6 Pe100 75Mm (Pn 10/10 Kg/Cm2) (Wtr Supply Items),Hdpe Pipe Pe100 75Mm (Pn 6.0/6 Kg/Cm2) (Wtr Supply Items),Hdpe Pipe Pe 100 63Mm (Pn 6.0 / 6 Kg/Cm2) (Wtr Supply Items),Gum 500Ml Ap (Wtr Supply Items),Gum 250Ml Ap (Wtr Supply Items),Gum 100Ml Ap (Wtr Supply Items),Gum 50Ml (Wtr Supply Items),Gum 25Ml (Wtr Supply Items),Pvc Ball Valve 75Mm (Wtr Supply Items),Thread Gate Valve 63Mm (Wtr Supply Items),Pvc Ball Valve Heavy 63Mm (Wtr Supply Items),Pvc Ball Valve Light 63Mm (Wtr Supply Items),Ball Valve 40Mm (Wtr Supply Items),Ball Valve 25Mm (Wtr Supply Items),Ball Valve 20Mm (Wtr Supply Items),Mta 20Mm (Wtr Supply Items),Service Saddel 63X20mm (Wtr Supply Items),Service Saddel 75X20mm (Wtr Supply Items),Reducer Tee Pvc 75X63mm (Wtr Supply Items),Reducer Pvc 75X63mm (Wtr Supply Items),Tread Elbow 63Mm (Wtr Supply Items),Fta Pvc 63 Mm (Wtr Supply Items),Tread Cap 63 Mm (Wtr Supply Items),Mta Pvc 63 Mm (Wtr Supply Items),End Cap 180Mm (Wtr Supply Items),End Cap 75 Mm (Wtr Supply Items),End Cap 63 Mm (Wtr Supply Items),End Cap 40Mm (Wtr Supply Items),End Cap 25Mm (Wtr Supply Items),End Cap 20Mm (Wtr Supply Items),Long Bend 4 Kg 75Mm (Wtr Supply Items),Long Bend 6Kg 63Mm (Wtr Supply Items),Long Bend 4Kg 63Mm (Wtr Supply Items),Repair Coupler Pvc 4Kg 90Mm (Wtr Supply Items),Repair Coupler Pvc 4Kg 75Mm (Wtr Supply Items),Repair Coupler 6Kg 63Mm (Wtr Supply Items),Repair Coupler 4Kg 63Mm (Wtr Supply Items),Pvc Collar 4 Kg 90Mm (Wtr Supply Items),Pvc Collar 4 Kg 75Mm (Wtr Supply Items),Pvc Collar 6Kg 63Mm (Wtr Supply Items),Pvc Collar 4Kg 63Mm (Wtr Supply Items),Pvc Tee 6Kg 90Mm (Wtr Supply Items),Pvc Tee 6Kg 75Mm (Wtr Supply Items),Pvc Tee 6Kg 63Mm (Wtr Supply Items),Pvc Elbow 4G 110Mm (Wtr Supply Items),Pvc Elbow 90Mm (Wtr Supply Items),Pvc Elbow 6Kg 75Mm (Wtr Supply Items),Pvc Elbow 6Kg 63Mm (Wtr Supply Items),Pvc Elbow 6Kg 40Mm (Wtr Supply Items),Pvc Elbow 25Mm (Wtr Supply Items),Pvc Elbow 10Kg 20Mm (Wtr Supply Items),Pvc Pipe 6Kg Ap 200Mm (Wtr Supply Items),Pvc Pipe 6Kg Ap 180Mm (Wtr Supply Items),Pvc Pipe 4 Kg Ap 180Mm (Wtr Supply Items),Pvc Pipe 4 Kg Ap 110Mm (Wtr Supply Items),Pvc Pipe 4Kg Ap 90Mm (Wtr Supply Items),Pvc Pipe 4Kg Ap 75Mm (Wtr Supply Items),Pvc Pipe 6Kg Ap 63Mm (Wtr Supply Items),Pvc Pipe 4 Kg Ap 63Mm (Wtr Supply Items),Pvc Pipe 6 Kg Ap 40Mm (Wtr Supply Items),Pvc Pipe 8Kg Ap 25Mm (Wtr Supply Items),Pvc Pipe 10Kg Ap 20Mm (Wtr Supply Items),G I Nipple 3/4 Inch (Wtr Supply Items),G I Nipple 1/2 Inch (Wtr Supply Items),G I Reducer 3/4X1/2 (Wtr Supply Items),G I Collar 3/4 Inch (Wtr Supply Items),G I Collar 1/2 Inch (Wtr Supply Items),Polo Tap (Wtr Supply Items),Pvc Tap 3/4 Inch (Wtr Supply Items),Pvc Tap 1/2 Inch (Wtr Supply Items),G I Tap 3/4 Inch (Wtr Supply Items),G I Tap 1/2 Inch (Wtr Supply Items),Pump Set 2 Hp 25Stg (Wtr Supply Items),Pump 16 Stage (Wtr Supply Items),Submersible Pump Set 12.5Hp 24Stg (Wtr Supply Items),Submersible Pump Set 10Hp 20 Stg (Wtr Supply Items),Submersible Pump Set 7.5Hp 16 Stg (Wtr Supply Items),Connector 3 Wat (Wtr Supply Items),Connector 5 Way (Wtr Supply Items),Metering Pannel (Wtr Supply Items),Voltmeter (Wtr Supply Items),Amps Meter (Wtr Supply Items),Breaker (Wtr Supply Items),Reel 4 Way (Wtr Supply Items),Aluminium Wire 16Sqr (Wtr Supply Items),Aluminium Wire 12Sqr (Wtr Supply Items),Aluminium Wire 10Sqr (Wtr Supply Items),Aluminium Wire 6Sqr (Wtr Supply Items),Core Submersible Cable 6 Sqr 3 (Wtr Supply Items),Core Submersible Cable 2.5Sqr 3 (Wtr Supply Items),Core Submersible Cable 4Sqr 3 (Wtr Supply Items),Wire Copper 1Sqr (Wtr Supply Items),Wire Copper 2.5Sqr (Wtr Supply Items),Wire Copper 4Sqr (Wtr Supply Items),Wire Copper 6Sqr (Wtr Supply Items),Wire Copper 720 (Wtr Supply Items),Fuse Wire (Wtr Supply Items),Fuse 32 Amps (Wtr Supply Items),Fuse 100 Amps (Wtr Supply Items),Fuse 63 Amps (Wtr Supply Items),Auto Starter (Wtr Supply Items),Preventer 12Hp (Wtr Supply Items),Preventer 8Hp (Wtr Supply Items),Contactor Set (Wtr Supply Items),Relay 20/32 Amsp (Wtr Supply Items),Base No 10 (Wtr Supply Items),Ch Point Set (Wtr Supply Items),Ch Coil (Wtr Supply Items),Starter Coil Lt/Lk (Wtr Supply Items),Point Set Lt/Lk (Wtr Supply Items),Delta Starter (Wtr Supply Items),Digital 3 Phase Starter Set (Wtr Supply Items),Starter Ajantha 20/32 Amps (Wtr Supply Items),Round Clamp 40Mm (Wtr Supply Items),Ss Nipple 40Mm (Wtr Supply Items),G I Nipple 40Mm Light (Wtr Supply Items),Bore Cap 40Mm (Wtr Supply Items),Non Return Valve 40Mm (Wtr Supply Items),Gi Clamp Set 40Mm Hy (Wtr Supply Items),G I Bend 40Mm Hy (Wtr Supply Items),Gi Colour 40Mm Hy (Wtr Supply Items),Nrv Stone (Wtr Supply Items),Ss Bolt Nut (Wtr Supply Items),Nrv Washer (Wtr Supply Items),Flange Set 50Mm (Wtr Supply Items),G I Tee 50X20mm (Wtr Supply Items),Clamp Set Hy 50Mm (Wtr Supply Items),Bore Cap Hy Steel 50Mm (Wtr Supply Items),Bore Cap Light 50Mm (Wtr Supply Items),Nipple Hy 1.5 Feet 50Mm (Wtr Supply Items),Nipple Light 50Mm (Wtr Supply Items),G I Bend Light 50Mm (Wtr Supply Items),G I Bend Hy 50Mm (Wtr Supply Items),Nrv Flange Type 50Mm (Wtr Supply Items),Non Return Valve Ball Type 50Mm (Wtr Supply Items),G I Collar Light 50Mm (Wtr Supply Items),G I Collar Hy 50Mm (Wtr Supply Items),Gi Pipe 50Mm (Wtr Supply Items),Wire (Wtr Supply Items),Twin Wire Pvc (Wtr Supply Items),Thread (Wtr Supply Items),Shallock (Wtr Supply Items),Impeller K40 Inch Or K80 Inch (Wtr Supply Items),Motor I P (Wtr Supply Items),Oil Seal (Wtr Supply Items),Flange (Wtr Supply Items),Test Bearing Lock (Wtr Supply Items),Shin Guard (Wtr Supply Items),Coupling (Wtr Supply Items),Shim Washer (Wtr Supply Items),Studs (Wtr Supply Items),Nut Ss 8Mm (Wtr Supply Items),Nut Ss 10Mm (Wtr Supply Items),Test Bearing Set 90Mm (Wtr Supply Items),Test Bearing Set 80Mm (Wtr Supply Items),Motor Circlip (Wtr Supply Items),Motor Shaft (Wtr Supply Items),Chavi Small (Wtr Supply Items),Chavi Long (Wtr Supply Items),D O Bush Gm (Wtr Supply Items),Ip Bush Gm (Wtr Supply Items),Circlip (Wtr Supply Items),Sleeve Ss (Wtr Supply Items),Stage Bush Rubber (Wtr Supply Items),Stage Bush Gun Metal (Wtr Supply Items),Rotar Bush (Wtr Supply Items),Pump Jali (Wtr Supply Items),Motor Jali (Wtr Supply Items),Water Proof Tape (Wtr Supply Items),Milk Paper (Wtr Supply Items),Sleeve 20X27x25 (Wtr Supply Items),Sleeve (Wtr Supply Items),Insulating Tape (Wtr Supply Items),Winding Paper (Wtr Supply Items),Stick (Wtr Supply Items),Winding Wire 0.7 To 1Mm (Wtr Supply Items),Winding Wire 1.1 To 1.4Mm (Wtr Supply Items)
Contract Date: Ref. Documents Contract Value : ₹ 3.67 Lakh
Local Bodies No of Bidders 1
Karnataka View Result →
29.
Environment and Forests #11187149 AOC
Tender For Supply Water Line Pipe - HDPE/PE Pipe (High Density Polyethylene)- 6 Kgf/cm² Pressure Pipe, HDPE/PE Pipe (High Density Polyethylene)- 10 Kgf/cm² Pressure Pipe.
Contract Date: May 29, 2026 Contract Value : ₹ 10.00 Lakh
Government Departments No of Bidders 3
Madhya Pradesh View Result →
30.
Housing Urban and Rular Development #11175999 Technical Bid
Tender For Additional Work In Adj No 2 Court Distt. Baran- 1 S&F Following Sizes Of Isi Marked ( Is:14927 P - Ii ) Virgin Material Upvc Trunking Along With Accessories Like Coupler, Inner, Outer, Elbow, Square Box, Tee, End Cap Etc. On Surface With Screws, Expansion Fasteners As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 2 25 Mm X 12 Mm 3 Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor As Per Pwd Specification For Electrical Works With Isi Marked (Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Class 5 Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, In Existing Surface Or Recessed Pvc/ Ms Conduit/Casing Capping Making Connections With Copper Lugs Of Suitable Size, Ferrules,Testing Etc. As Required. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Wires. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 4 2 X 2.5 Sq. Mm. + 1X1.5Sqmm 5 2 X 4.0 Sq. Mm. + 1 X 2.5 Sq. Mm. 6 Providing & Fixing Of Modular Type Lockable Feature Socket Duly Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 7 25 Amp. 2 Module Socket 8 Providing & Fixing Of Modular Type 120 W Step Fan Regulator Duly Isi Marked (Is 11037:1984 ) With Cm/L No. Printed Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 9 5 Step Fan Regulator 2 Module 360 Dgree Rotating 10 Providing & Fixing Of Following Modular Accessories As Per Pwd Specification For Electrical Works, Made Out Of Unbreakable And Fire Retardant Vergin Poly Carbonate With Brass Terminals And Captive Screws & Silver Alloy Contact Tip With Ip-20 Rating , Including All As Per Pre Approved By Engineer In Charge,Making Connections, Testing Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 11 Led Skirting /Foot Light 2 Module 12 Modular Mcb 6 A To 32 A Sp 13 Providing & Fixing Of 1200 Mm Sweep Bldc Technology Power Saving Ceiling Fan Which Can Withstand On Votage Fluctuations From 140 Volts To 240 Volts ,Power Factor Not Less Then 0.9 , Service Value (Cmm/W) Minimun 6.85 , Air Delivery Minimun 220 Cmm, Speed Minimum 330 Rpm ( Tolerance As Per Is:374 2019 ) Thd Less Then 10% And Complete With Down Rod Of 15 Mm Dia . Erw (Electrical Resistance Welded ) Of 1.6Mm Nominal Thick Medium Duty Steel Pipe Up To 80 Cm , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 14 Without Remote 15 Providing & Fixing Of Bee Star Rated Copper Wounded Double Ball Bearing Capacitor Start, Aluminium Body & Metallic Blade Ceiling Fan Conforming To All The Performance Requirements Laid Down In Is 374:2019 Including All Amendments, As Applicable ; & Carry Bis Licensing (I.E. Isi Marking) With Down Rod Up To 80 Cm With Secondary Support Safety Cable ( Steel Rope) , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 16 1200 Mm Sweep Bee 1 Star Rated (Service Value >=4.0 To 17 Rewinding Of Single Phase Motor Of 1400 Rpm Including All Necessary Material And Of The Same Characteristics As Original With Required Size Of Super Enamelled Wire E Class Insulation Material And Testing Etc. As Required. Replacement Of Material Or Components Shall Be Use As Per Guidelines Of Oem Of Original Product. All The Scrap Material Should Be Retained By The Contractor. 18 0.25 H.P. To 0.50 H.P. 19 Rewinding Of Single Phase/3Phase Submersible Motor Including All Necessary Material And Of The Same Characteristics As Original With Required Size Of Super Enamelled Wire E Class Insulation Material And Testing Etc. As Required. Replacement Of Material Or Components Shall Be Use As Per Guidelines Of Oem Of Original Product. All The Scrap Material Should Be Retained By The Contractor. 20 0.5 H.P. To 1.0 H.P. 21 Sitc Of Contactor Oem Fabricated Dol/Star-Delta Starter Panel With Switchgear Selection As Per Type-2 Cordinatiom Chart And Made Out From 1.6 Mm Thick Powder Coated Crca Sheet, Enclosure Comprising Of Over Load Protection Relay, Short Circuit & Single Phasing Protection, Illuminated On / Off Push Buttons, Ammeter, Voltmeter, Indicating Lamps Etc. Suitable For Following Rating Motors Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 22 For Single Phase Submersible / Monoblock Pump 23 0.5 Hp To 1.5 Hp (Dol Starter) 24 For Three Phase Submersible / Mono Block Pump 25 Upto 3.0 Hp ( Dol Starter ) 26 P/Laying Isi Marked P.V.C. Insulated Submersible Cable Confirming To(Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, Existing Pipe / Open Trench / Cable Tray / On Surface Including Making Connection Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 27 2.5 Sq.Mm 3 Core Flat / Round 28 Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Arrmoured Aluminium Cable Confirming To Is:1554 P-I / Is :7098 P - I Of 1.1 Kv With H4- Grade Electrolytic Aluminium Conductor Confirming To Is 8130 Of Purity >99.6 %, Round / Flat Strip Armouring Of Cables, Inner / Outer Sheath Confirming To Is:5831 In Existing Rcc / Hume / Stoneware / Pvc Pipe/ Open Duct/Cable Trench / Cable Tray(With Cable Tie) Including Testing Etc. As Required Of Following Size. Oem Must Have ItS Own In House Nabl Accrediated Laboratory For Testing Procedure As Per Is:10810.For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 29 6.0 Sq. Mm 30 4 Core 31 50.0 Sq. Mm 32 3.5 Core 33 Add Extra For Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Direct In Ground Including Excavation Of Trench Of Size 75 Cm (Depth) X 35 Cm(Width) , With Procedure As Per Following Points:- (A) Make A River Sand Bed Of Height 125 Mm Along The Trench, (B) Lay The Cable In The Middle Of The Trench, (C) Provide River Sand Bed Of Height 125 Mm On Top Of The Cable, (D) Lay The Protective Common Burnt Clay F.P.S. Bricks Of Class Designation 75 / Sand Stone Slabs Of 50 Mm Thickness And 225 Mm Wide Just Above The Sand Bed Vertically Across The Cable ( Approx. 9 No. Bricks Per Mtr.), (E) Backfill The Excavated Soil Leaving 300 Mm From The Ground Level, (F)Lay The Cable Warning Tape And Again Back-Fill The Remaining Portion Of The Trench Upto The Ground Level And Compacting The Earth 34 P / L Of Double Wall Corrugated Hdpe Pipe Confirming To Is : 16205 P-24, Stiffness Class 750 N, Externally Corrugated And Having Smooth Surface Inside With Hdpe Coupler, Elbow, Tee At Required Depth Below The Ground For Laying Cable Of Following Nominal Outer Dia. Mfr Test Report From Nabl Accrediated Is To Be Submitted.(Excavation Of Earth & Back Filling With Compaction Is To Be Paid Extra)All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 35 50 Mm 36 90 Mm 37 Providing & Fixing Of 240/415 V Ac Mcb With Positive Isolation Of 10 Ka Breaking Capacity (B/ C/D Tripping Characteristic As Per Type Of Load And Site Requirement) 4 Kv Impulse Withstand Voltage, Isi Marked Is 8828(1996) / Conforming To Iec 60898-1 2002, Iec 60947-2, Low Watt Losses, Trip Free Mechanisum , Energy Limiting Of Class 3 As Per Iec, Minimum Phase Termination Capacity Of 35Sq.Mm. , Conductor Line Load Reversibility , Ip 20 Contact Protection And Fitted In Existing Distribution Board/Sheets, Minimum Electrical Operation 20,000 Upto 20 A Rating And 10,000 Upto 63 A, 5000 For 80 A & Above Rating Including Making Connections, Testing Etc. As Required. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Reports & All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 38 Single Pole Mcb (With B/C Curve Tripping Characteristics) 39 6 A To 32 A Rating 40 Four Pole Mcb (With B/C Curve Tripping Characteristics) 41 40 A Rating 42 Supply , Installation, Testing And Comissioning Of Inverter Type Air Cooled Hi Wall Split Type Air Conditioners With Latest Star Rating System As Per Bee Amended Upto Date Complete With Indoor Unit(Idu), Out Door Unit (Odu), Surface / Concealed Copper Refrigerant Piping With Insulation (Closed Cell Elastomeric Nitrile Rubber Tubular Pipe Section) Upto 3 Mtr (Idu To Odu), Copper Power Cable Upto 3.5 Mtr (Idu To Odu), R-32/R-410 Green Refrigerant, Wireless Remote Control, Suitable For Working Between 230V +/- 10% With Low & High Voltage Cutoff And 50 Hz , Single Phase Ac Supply Capable Of Performing Cooling, Dehumidification, Air Circulation Of Following Capacity With Scroll / Rotary Compressor. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 43 1.5 Tr Iseer Not Less Then 3.8 44 Supplying And Drawing Flexible / Stranded Bare Copper Conductor, Pvc / Xlpe Insulated, Overall Aluminium Mylar Tape Shielded Atc Drain Wire And Outer Pvc Sheathed Industrial Instrumentation (Shielded)Cables Voltage Grade 300/500 V As Per Bs /En 50288-7 In Existing Surface Or Recessed Pvc/ Ms Conduit/Casing Capping / Cable Tray / Open Duct Making Connections, Testing Etc. As Required. Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Cables. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 45 Un Armoured 46 4 Core X 2.5 Sq.Mm 47 Supply, Installation, Testing And Comissioning Of Interconnecting Copper Refrigerant Piping Of Dhe Grade C12200- Astm B68, B75, Chemical Composition Of Copper %- 99.0 Min And Phosphorus %- 0.015 To 0.040 . For Annealed Copper Tube :- Tensile Strength = 210 Mpa Wih Elongation % = 40 Min . Ink Mark Brand Printing On Hard Tubes Should Be Present. Duly Insulated With Tubular Elastomeric Nitrile Rubber Fm/Ul Approved With High Water Vapor Diffusion Resistance And Low Thermal Conductivity Should Be Certified Class O In Fire Propagation As Per Bs 476 Part 6 Including Chase Cutting Andfilling With Mortar, Slotted Channel Supports Mounted On 10 Mm Threaded Rod At Suitable Spacing The Exposed Piping Shall Be Wrapped With Glass Woven Cloth And Lag Coating For Vapour Barrier And Weather Protection. Joints Shall Be Covered With Nitrile Rubber Tape Of 3 Mm Thick Complete As Required Of Following Sizes. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 48 12.7 Mm O.D., Wall Thinkness ≥ 0.8Mm (Insulation – 13 Mm Thick) 49 6.4 Mm O.D., Wall Thinkness ≥ 0.8Mm (Insulation – 13 Mm Thick) 50 Providing & Fixing Of Is : 4985 - 2000 Class -4 (10 Kgf / Sqcm) Upvc Drain Water Piping With Fittings (Is:7834 & 10Kgf/Sqcm) Like Elbow, Socket, Tee, Solvent Cement Jointing, Support With Ms Hanger On Ceiling Or Recessed In Wall With Chasing & Plastering With 6 Mm Thick Closed Cell Elastomeric Nitrile Rubber Insulation Including Leakage Testing Etc. As Required Of Following Nominal Sizes. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 51 20 Mm 52 Making Hole In Stone Masonary/ Rcc Wall/ Rcc Slab With Core Cutter For Accomodating Refrigerant Pipe/ Drain Pipe/ Ms Pipe/ Cables Etc Of Following Dia 53 100 Mm Dia Per Running Inch Length 54 Supply & Fixing Ms Powder Coated Stand Suitable For 1.0/1.5/ 2.0 Tr Outdoor Type Of Split Ac. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 55 Supply, Fixing And Testing Of Following Capacity Iso Certified Company Made Wall Mounted Stabilizer Having Output Voltage Variation From 200 V To 250 V(+/-5%) With Input Voltage Variation From 170 V To 260 V, Time Delay Facility From 2 To 4 Minute And High Cutoff At 270 V With Providing Of 16 Amp /20 Amp Industrial Plug Top Making Connection Etc Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 56 3 Kva 57 Providing And Fixing Of Ip 65 Protected Polycarbonate / Polysterene Fuse Box Moulded With Inside Knock Outs Of Following Size With Hinged Cover, Transparent Window, Pu Gasket, Locking Arrangement, Duly Holded With 2 Nos. Pole Clamps Of 20 Mm X 3 Mm Flat With Nut And Bolts, The Box Shall Be Provided With Din Rail, 4 / 8 Way 10.0 / 16.0 Sq.Mm Heavy Duty Connector, Earth Terminal, Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 58 125 Mm X 200 Mm X 122 Mm 59 Supply, Drawing And Testing Of 4 Pair, 23 Awg Solid Bare Copper Wire Insulated With Pvc, Utp (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable As Per Latest Ammendments Of Ansi/Tia/Eia-568 , The Copper Conductors Should Be Balanced Twisted In Pairs, Seperated By A Cross-Member Fluted Pair Divider & Protected By Pvc Jacket. Certified Performance In A 4-Connector Configuration Upto 100 Mtrs Channel Requirements & Transmission Frequencies Up To 250 Mhz. In Existing Ms/Pvc Conduits/Casing Capping Including Making Connections To Information Outlets And Patch Panels With Jack & Ferruling At Both Ends For Identification With Necessary Tools For Punching, Stripping, Crimping And Testing Etc As Required Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 60 Supply And Installation Of Unsheilded/360 Degree Sheilded Information Outlets Made Of High Impact Plastic Body With Abs, Fr Grade Halogen Free Material With Provision For Protection Against Dust In Jack, Suitable For Cat 6/6A Application Complying To Latest Ammendments, According. To Cat. 6/6A Channel, It Should Support Channel As Well As Components Requirements Of Cat.6/6A Standards At Frequencies Of Up To 250 To 500 Mhz. Cat 6/6A Unshielded/Shielded Jack Should Be Suitable To Terminate 4 Pair, 23/24 Awg Solid/Stranded Wire Diameters, Using 100 Ohm Unshielded/Shielded Balance Twisted Pair Cable, The Jack Should Have Tooless/Impact Termination On Reliable Copper Tin Plated Insulation Displacement Contact, With Easy Lock Mechanism, It Supports Iec 60603-7-4 And Complied With Ansi/Tia/Eia 568 C.2 Standard. Jack Should Be Rj11,Rj12 & Rj45 Compatible. Should Support Ethernet 1.2 Gb/S Atm,Digital Video And Broadband/Baseband Analog Video, Voice Over Internet Protocal (Voip) Specifications In Existing Modular/Ms Boxes Along With Necessory Connections As Required.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 61 Cat 6, Un-Sheilded Information Outlet 62 Supply & Fixing Of Square Faceplate For Flush / Surface Mount Information Outlets Single/Dual Or Quad Aperture , Material Should Be Pc+Abs Body, Suitable For Rj45 Unshielded/Shielded Connection Modules. Should Match With I. O. Oem. Dimensions Should Be 86Mm X 86Mm As Required Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 63 Single Aperture 64 Supply , Installation And Testing Of 4 Pair, 100 Ohm Impedance, Cat 6/6A /Class E/Ea Patch Cords Should Be Constructed Of Minimum 23/24 Awg, Stranded Bare Copper Cable With Frpvc/Lszh Jacket, With An Enhanced Performance By Factory Moulded Rj45 Connectors With Strain Relief Boots As Per Ansi/Tia/Eia 568-C.2 Suitable For Cat 6/6A Application Complying To Latest Ammendments Category 6/6A Standards, According. To Tia568C.2, Iso/Iec 11801, En 50173, Iec 60603-7-51, En 60603-7, Ieee 802.3An Minimum Requirement For 1G Base-T To 10G Base-T Performance. Patch Cords Shall Be Straight Thru Cable Compatible With Both T568-A And T568-B Wiring Schemes, Should Support Ieee 802.3Af / Ieee 802.3At For Poe Applications, Minimum 750 To 1000 Mating Cycles In Plug Contacts For Long Durability, Should Support Ethernet 10Gbase-T, 1.2 Gb/S Atm, Token Ring 4/16, Digital Video And Broadband/Baseband Analog Video, Voice Over Internet Protocal (Voip).All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 65 Cat 6, U/Utp (Unscreened/Un-Sheilded Twisted Pair) Patch Cord 66 0.50 Mtr 67 Plate Earthing As Per Is:3043 With Hot Dipped G.I. Earth Plate Of Size 600Mm X 600Mm X 6.0Mm By Embodying 3 To 4 Mtr. Below The Ground Level With 20 Mm Dia. G.I. B Class Watering Pipe ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And Heavy Duty Weather Proof Poly-Propylene Earth Pit Chamber With Lockable Jam Free Lid Suitable For Safe Working Load 5000 Kg Or More Of Size Top Dia. 225 To 260 Mm, Bottom Dia 300 To 350 Mm. And Height 250 To 300 Mm. And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required & Must Record By Engineer In Charge During Site Visit And Ensure To Enter In Measurment Book.All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 68 Supply & Laying Following Size Earth Wire In Horizontal Or Vertical Run In Ground/Surface/Recess Including Riveting, Soldering, Saddles, Making Connection With Gi/Cu Purity Purity >95% Thimble Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 69 8 Swg G.I. ( Hot Dipped ) Wire 70 Sitc Of Ip-42 And General Construction Confirming To Is:8623 : 1993, Wall/ Free Standing Floor Mounted Dust And Vermin Proof Compartmentalised Cubical Panel As Specifications And Other Parameters Required As Per Point (A) ,(B), (C),(D), (E), (F), (G), (H) As Below:- 71 (A)Thickness Of Crca Sheet Shall Be 2.0 Mm, Cable Alley Compartments Having Concealed Hinged Type Doors With Key Type Lock With / Without Detachable Extension Type Structure. Removable 3 Mm. Thick Sheet Steel Gland Plates With Appropriate Size Of Knockouts For Cables Shall Be Provided 72 (B)Complete Panel Shall Undergo A Process Of Degreasing, Water Rinsing, Activation, Derusting, Pickling In Acid Bath, Phosphatising & Shall Be Subjected To Nine Tank Process And Then Powder Coated With Approved Shade Of Minimum 70 Microns On Both Side Of Panel. The Panel Having Pe Foam/ Neoprene Rubber Gasket Of Not Less Than 3Mm Thickness ,Required Hardware , Concealed Hinged Door With Key Type Locking Arrangement For Equipment/Switchgear Earthed With 2.5 Sq.Mm Braided Copper Wire. 73 [C) Interconnection Between Bus Bar And Switchgears /Cable Shall Be Rigidly Supported And Made Out By Flexible Copper Wires (Up To 63 Amp ) And By Solid Bus Bar (>63 Amp ) . Control Wiring Will Be Carried Out With 1.5 Sq.Mm, Earth Wire With 2.5 Sq.Mm And Ct With 2.5 Sq.Mm Flexible Copper Wire Only. All Joints / Interconnections Of Copper Bus Bar Shall Be Dully Tinned . Clearance Between Main Bus Bar And Risers / Metal Parts Shall Be At Least 10 Mm Additional To Width Of Bus Bar Bus Bar Is Insulated By Heat Shrinkable Sleeves . Earth And Neutral Bus Bar Shall Be Half Of The Size Of Phase Bus Bar. ( Cost Of Bus Bar / Flexible Wire For Interconnection Between Main Busbar And Switchgear Is To Be Paid Extra ) 74 (D)Wiring Between Components Within Switchgear And Incoming / Outgoing Cable Shall Be Done Through The Terminal Block Only. Direct Connection Shall Not Be Permitted. Each Terminal Block Shall Be One Piece Moulded, Barrier Type, 650 Volt Grade, Complete With Washers, Heads, Studs With Two Nuts And Identification Strips And Shall Have Adequate Continuous Current Rating. For Tap-Offs, Adjacent Terminals With Shorting Strips Shall Be Used. 10% Spare Terminal Blocks Shall Be Provided. Wire Identification On Marking Strip Shall Correspond To The Designation Of The Wiring Diagrams. All Wire Terminals On The Equipment Shall Also Be Marked With Designation Corresponding To Those Of The Wiring Diagram. 75 (E)All Wiring Shall Be Enclosed In Plastic Channels And Neatly Bunched And Closed In Metering Chamber, Wiring Between Terminals Of Various Devices Shall Be ‘Point To Point’ (No Wire Splitting Or Tee Connections) With Wires Neatly Trucked Along The Back Of The Panels, Adequately Supported To Prevent Sagging. 76 (F)Floor Mounted Panel Shall Be Mounted On Base Frame Of Ismc Channel Size 100 X 50 X 5 Mm ( To Be Paid Extra ) 77 (G) Tests: The Insulation Resistance (With 1000 V Megger) And High Voltage Power Frequency Test (By Applying A Voltage Of 2.5Kv For One Minute) Shall Be Measured Between Phases, Between Phase And Neutral And Between Phase And Earth. Both Before And After High Voltage Power Frequency Test. The Insulation Resistance Shall Not Be Less Than Three Megaohm. Ct Secondary Current Injection Test Shall Also Be Carried Out. 78 (H) Only Outer Surface Area On All Sides Shall Be Measured & Panel To Be Fabricated Only From Cpri Approved Fabricator Only (Cpri Test Certificates To Be Submitted)All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 79 Providing & Fixing Of 110/220 V, Unibody Led Indicating Lamp Iec 60947 With Integral Circuit, Ip 65 Above Panel & Ip 20 Terminal Block, Approx. Body Dia For Panel Not Less Then 20 Mm, Length Min. 50Mm, Front Led Cover Dia Min. 29 Mm, Contact Material Phospher Bronze For Led, Pcb Contacts Shall Be Of Brass (Tin Plated), Impulse Dielectric Tested For 2.5 Kv, Rated Insulation Resistance Shall Be 100 M Ohm At 500Vdc Including Connection Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 80 Red/Yellow/Green Colour 81 Blue / White Colour 82 Providing & Fixing Of Ik08, Ip 66 Protected Led Street Light Luminaire On Existing Bracket/Pole. Fixture Made Of Powder Coated Single Piece Pressure Die Cast Aluminum Material With Heat Dissipation Fins On Housing With Uv Stabilized Pc (Uv Stablization Report Submitted For Uv Cover ) /Toughened Glass Cover And Secondary Lens On Each Led & Should Be Smd Type Of 3 To 5 Watt Each . The System Efficacy >=125 Lm/ Wt And Potted Driver & Has A Unique Bis R Number With Input Voltage Ac 120 To 270 V Ac With High Voltage Cutoff @>=300 V Ac And Auto Resetting Safety , Power Factor >0.95 Driver Efficiency >85% ,Thd(I) 70 And Cct 5700K +355K. Surge Protection Shall Be Min ≥ 4 Kv Internal And Min 10 Kv External Inside Driver Compartment. Driver Should Be Phase To Phase Protection Of 440 V For 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing On Die Cast Housing To Allow Traceability/Authenticity. Fixture Shall Be As Per Is 10322 Complianced.Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79/Lm80) Certificate/ Report With Liable Warranty Of Product/Accessories From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 83 Led Street Light Fixture With Minimum Lumen Output 8700 Lm 84 P/Laying Isi Marked P.V.C. Insulated Submersible Cable Confirming To(Is:694) And As Per Is 8130 : 2013 Of 1.1 Kv Grade . Wire Should Be Made From 99.90 % Purity Copper, Stranding In Acc. To Is:8130/Iec 60228 For Lower Watt Loss , Oxygen Free For Less Chances Of Oxidization, Insulation Pvc Type A/C/D , Flame Retardant As Per Is 10810-53, Better Amperage Rating As Per Is:3961 Part 5, Existing Pipe / Open Trench / Cable Tray / On Surface Including Making Connection Etc. As Required. For Additional Technical Parameters Of Product / Work Refer Annexure A Attached With This Bsr 85 1.5 Sq.Mm 3 Core Flat / Round 86 Supply, Installation, Testing And Commissioning Of Bis Compliance Professional Series Diagonal Screen Size 43\ Led With Resolution 3,840 X 2,160 (4K Uhd) Along With Static (Panel) Contrast Ratio (1300:1) Or Better With Viewing Angle Of 178/178 Degree With Response Time Of 8Ms Along With Hdmi In 2.0 - 2 Nos., Usb 2.0 - 2 Nos., Rs 232- 1 Nos., Rj 45- 1 Nos. With Built In Speaker(10W + 10W), With High Speed Processor And Android Or Other Reputed Operating System Along With 4 Gb Ram Along With All Audio And Video Decoder, Stand-By / Sleep / Off Mode Power 0.5 Watt. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/Work, Refer Annexure \A\ Attached With This Bsr. 87 Supply, Installation, Testing & Commissioning Of 1 Kva 1 Phase Input, With Igbt Based Rectifier True Online Double Conversion Robust Design Wide Input Voltage Range: 160-300Vac @ 100% Load (Linearly Derating To 50% Load @ 100Vac Input). Generator Compatible With Wide Input Voltage Window Double Conversion Efficiency >91% & Eco Mode Efficiency Up To 98% 100% Load @ 0~40C Operating Temp. Active Input Power Factor Correction 0.99 O/P Power Factor 0.9 Inbuilt Ovcd (Over Voltage Cut-Off Device) Fully Conform Coated Pcba Adaptable To Harsh Environment Offer Terminal Blocker On 2K/3K Rating To Connect To Big Capacity Equipment Digital Charger Technology Provide 02-10 A Charging Current Easy Understanding Lcd For Convenient Installation Setup With Minimum 60 Minute Battery Back Up (26Ah X 3 Nos Of Smf Batteries Branded And Recommended By Ups Oem, Battery Stand And Interlink Fr Pvc Copper Cable Of Appropriate Size And Lugs), With Required Cabling For Incoming & Outgoing Connection. Ups Should Be Nabl Certified With Ce, Rohs & Bis Compliance. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/Work, Refer Annexure \A\ Attached With This Bsr. 88 Supply, Installation, Testing & Commissioning Of 2 Kva 1 Phase Input, With Igbt Based Rectifier True Online Double Conversion Robust Design Wide Input Voltage Range: 160-300Vac @ 100% Load (Linearly Derating To 50% Load @ 100Vac Input). Generator Compatible With Wide Input Voltage Window Double Conversion Efficiency >91% & Eco Mode Efficiency Up To 98% 100% Load @ 0~40C Operating Temp. Active Input Power Factor Correction 0.99 O/P Power Factor 0.9 Inbuilt Ovcd (Over Voltage Cut-Off Device) Fully Conform Coated Pcba Adaptable To Harsh Environment Offer Terminal Blocker On 2K/3K Rating To Connect To Big Capacity Equipment Digital Charger Technology Provide 02-10 A Charging Current Easy Understanding Lcd For Convenient Installation Setup With Minimum 60 Minute Battery Back Up (26Ah X 6 Nos Of Smf Batteries Branded And Recommended By Ups Oem, Battery Stand And Interlink Fr Pvc Copper Cable Of Appropriate Size And Lugs), With Required Cabling For Incoming & Outgoing Connection. Ups Should Be Nabl Certified With Ce, Rohs & Bis Compliance. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/Work, Refer Annexure \A\ Attached With This Bsr. Please Enable Macros To View Boq Information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
31.
Housing Urban and Rular Development #11175653 Technical Bid
development of landscaping work of tower of justice in district gurugram (installation of automatic pop up irrigation system) , hsr item 26.71.1-supply and installation of pop up sprinklers 1. pop up impact rotors 3/4 inlet and radius ranging from 7- 12 m with interchangeable nozzles with check valve and all accessories complete as per bis standard specifications and setting flow rate as directed. , hsr item 26.71.3-supply and installation of pop up sprinklers 3. pop up spray heads 1/2 inlet and radius ranging from 3-5 m with interchangeable nozzles and all accessories complete as per bis standards and setting flow rate as directed with pop up having moulded wiper seal moulded into cap , hsr item 26.69.8-supply and installation of inline drip irrigation 8. ldpe emitting pipe 16 mm; class 2 (0.3 m x 1 to 4 lph), complete with all accessories as per bis standard specifications , hsr item 26.70.1-supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 1. ldpe lateral pipe 16 mm; class 2 2.5 kg/cm2, complete with all accessories as per bis standard specifications , hsr item 26.70.2-supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 2. installation of pressure compensating drip emitters complete with all accessories as per bis standard specifications , hsr item 26.73.1-supply and installation of filters/ pressure relief valve for drip/ sprinkler system 1. sand/media filter 25 cum/hr, with back wash and by pass assembly made in mild steel body as per b is standard. , hsr item 26.73.9-supply and installation of filters/ pressure relief valve for drip/ sprinkler system 9. hydro cyclone/ sand separator 20-40 cum/hr, with flush valve, ss clamp, bsp thread cone, oring, with ss lock pin and collector tank as per b is standard. , hsr item 26.73.6-supply and installation of filters/ pressure relief valve for drip/ sprinkler system 6. disc filter 50 cum/hr, with flush valve size 38mm inlet with disc clean element strong precision engineered and radially grooved disc to provide three dimensional filter as per b is standard , hsr item 26.73.10-supply and installation of filters/ pressure relief valve for drip/ sprinkler system 10. supply and installation of 50mm i/d hydraulic pressure relief valve of polemeride with accessories for pressure regulation of irrigation system as per b is standard. 0.00 0.00 , hsr item 22.182-providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to isi : 12701, colour of opaque white or as approved by engineer-in-charge. the rate includes making necessary holes for inlet, outlet and over flow pipes. the base support i/c fittings and fixtures for tank shall be paid separately. , hsr item 4.19.1.1-excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 1.1. ordinary rock : pipes, cables etc. not exceeding 80 mm dia , hsr item 5.23.2-demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , hsr item 4.8.1-earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 1. all kinds of soil , hsr item 7.22.2-brick work with common burnt clay nonmodular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 2. cement mortar 1:6 (1 cement : 6 coarse sand , hsr item 6.1.4-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 4. 1:3:6 (1 cement : 3 coarse sand (zone-iii) : 6 graded stone aggregate 20 mm nominal size) , hsr item 11.10.1-20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) , ns item -supply,fixing and commissioning of astm upvc pipe 2` sch-40 make ashirvad /astral/vectus , ns item -supply,fixing and commissioning of astm upvc pipe 1.5` sch-40 make ashirvad /astral/vectus , ns item -supply,fixing and commissioning of astm upvc pipe 1` sch-40 make ashirvad /astral/vectus. , ns item -supply,fixing and commissioning of astm upvc pipe 3/4` sch-40 make ashirvad /astral/vectus , ns item -supply,fixing and commissioning of quick coupling keys complete with g.i elbow complete make automat , ns item -supply,fixing and commissioning of hdpe valve boxes 160mm with screw down type covers, of following sizes and shape, including excavation and filling of pea gravel in 100 mm deep layer at bottoms, all as per standared detail ( for qrcv, valves etc.) make: rain bird / dwc / cepex , ns item -supply,fixing and commissioning of pvc ball valves 1` - make astore/gf/jain/harit. , ns item -supply,fixing and commissioning of pvc ball valves 1.5` - make astore/gf/jain/harit , ns item -supply,fixing and commissioning of pvc ball valves 2` - make astore/gf/jain/harit. , ns item -supply,fixing and commissioning of air release valve kinetic type 1` - make: bermad/ari/rain bird. , ns item -supply,fixing and commissioning of raingun 1.25` make - automat/ harit . , ns item -supply,fixing and commissioning of 10` round valve box with cover make: rain bird / dwc /jain cepex , ns item -supply,fixing and commissioning of ms with powder coated filter support for filter make arya steel. , ns item -supply,fixing and commissioning of (monoblock/openwell submersible) pumpset of having discharge 5 lps@ 40 mtr head etc. item complete. make kilosker/lubi , ns item -supply,fixing and commissioning of c- section base farme for pump with cover powder coated make arya steel. , ns item -providing, laying, jointing, testing, and commissioning of 4 sq mm 4 core copper cable. isi mask, make - finolex , ns item -supply,fixing and commissioning of panel suitable for pumpset having outdoor type panel box and fixed alongwith following accessories starter ,start / stop push buttons , ammeter, voltmeter , indicating lamps, mcb , with cable, auto manual relay etc. item complete. make bch/landt. , ns item -supply,fixing and commissioning of 150 pga solenoid globe valves with fabric reinforced diaphram and rugged pvc construction ,compatible and slow closing to prevent water hammer,pressure rating upto 10.4bar and,max water temp. upto 42degree centigrade, with 24ac solenoid,current rating 0.41a @60hz,coil resistance 30ohm with provision to attach prs-dial make: rain bird / bermad / toro. , ns item -supply,fixing and commissioning of 100 pga solenoid globe valves with fabric reinforced diaphram and rugged pvc construction ,compatible and slow closing to prevent water hammer,pressure rating upto 10.4bar and max water temp. upto 42degree centigrade, with 24ac solenoid,current rating 0.41a @60hz,coil resistance 30ohm with provision to attach prs-dial make: rain bird / bermad / toro.. , ns item -supply,fixing and commissioning of esp me3 22 station modular controller uv resistant basic 8 station and expandable upto 48stations,wall mount case,with lcd display ,non volatile memory for 100years,10kv surge protectionwith removable front panel and programmable under battery in office,and flow watch options to shutdown system if any damage or excess flow or dry run shutdown,cycle plus soak,raindelay,station delay ,alarm light ,electronic diagnostic circuit breaker ,program summary and review,wiring test,,4programm and 8start time per program with adjustable delay between stations,slow closing valve, removable battery,and sensor terminals make: rain bird / bermad / galcon /hunter.. , ns item -supply,fixing and commissioning of direct burial connector for cable joint make: paige / 3m / rain bird. , ns item -supply,fixing and commissioning of 18 awg cable with high molecular weight polyethelene and applications upto 600volts , temperature upto -55 to plus 60 deg centigrade ,soft drawn bare copper meeting astm b3, tensile strenth 1400psi for two way communication betwee nsolenoid valvel and controller make: rain bird / paige.. , ns item -supply,fixing and commissioning of voltage stabilizer make: rain bird / v guard.. , ns item -supply,fixing and commissioning of powder coated encloser box for automation controller make arya steel.. , ns item -supply,fixing and commissioning of condiut pipe for cable ducting 25mm make polypack or equivalent.. , `ns item -supply,fixing and commissioning of 12` rectangular valve box with cover make: rain bird /jain/dwc / cepex.. , ns item -supply,fixing and commissioning of hdpe pipe isi 40mm odpe 80 pn 6 , ns item -supply,fixing and commissioning of 3/4` dia inlet quick release coupling valve of almunium , complete with lid, preassembled triple swing joint in pvc, gi support rod with ss hose clamps all complete as per standard detail including making connections with main supply line. make automat , ns item -supply,fixing and commissioning of pp clamp saddles with metal protection ring 63mm x 1` makeelitech/astore / gf , ns item -supply,fixing and commissioning of hdpe dwc pipe isi sn 8 110mm od-for road crossing. , ns item -supply,fixing and commissioning of hdpe pipe isi 63mm od pe 100 pn 6 , ns item -supply,fixing and commissioning of hdpe pipe isi 50mm od- pe 100 pn 6
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Haryana View Result →
32.
Power #11168099 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , St Pole 13 M- Is 410 Sp- 72 , Stay Set 16X1800 , Acsr Dog Conductor , Acsr Weasel Conductor , A.B.Cab. L.T. (3X95)+ (1X70)+ (1X16)Sq.Mm , A.B.Cab. L.T. (3X120) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Earth Rod 2540X20 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Composite Polymer Pin Insulator , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Composite Polymer Pin Insulator , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Ms Channel 100X50 Mm , 33 Kv Cross-Arm 100X50 Mm V-Type , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Gi Wire 5 Mm/6 Swg , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Xlpe Cable Box 3X300 , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , 11 Kv Cable Box O/D 3X185sq.Mm , M.S. Angle 75X75x6 Mm , M.S. Angle 65X65x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , Stay Set 16X1800 , Stay Set Gi 20X1800 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , Ms Channel 100X50 Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Cross-Arm 100X50 Mm V-Type , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Disc Fitting 45 Kn (T&C) , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Composite Polymer Pin Insulator , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , Ms Angle 75X75x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection & Fixing Of Single Pole Structure Of Following Pole Of 11 Kv Line Along With X-Arm And Pin Insulator After Digging Of Suitable Pits Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , St Pole 13 Mtrs , Erection Of 11Kv Double-Pole Structure After Digging Of Suitable Pits On Following Pole With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , Erection Of 33Kv Double-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Tri-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Four-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection & Fixing Of 33Kv St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Grouting Of Following St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. , Plain Cement Concrete Pole 8.5 , Plain Cement Concrete Pole 11 Mtr. Long , Stp 13 Mtrs Long , Construction Of T/F Plinth Suitable For 160/250/400 Kva T/F (Size 2X2x1.5 Mtr) After Digging Of Earth And Construction With 14 Bag Cement, Fine Sand, Coarse.Sand, Brick Ballast, 1St Class Bricks 6000, Stone Ballast (40Mm), Ms Channel 125X65mm (54 Kg), Ms Twisted Bar 20 Mm (50 Kg) & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100/250 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , 250 Kva Transformer On Plinth , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Providing And Installation Of Maintenance-Free Chemical Earthing System For 250 Kva Distribution Transformer, Comprising Of Supply And Erection Of Approved Make Chemical Earth Electrode (Gi/Copper Bonded, Of Standard Length And Diameter) Installed In Drilled/Bored Hole Of Required Depth In All Types Of Soil, Including Backfilling With Highly Conductive Earthing Compound (Bfc/Graphite Based) To Achieve Low And Stable Earth Resistance; Providing Separate And Distinct Earthing For Transformer Body, Neutral And Lightning Arrester (If Applicable) Using Required Number Of Chemical Electrodes Interconnected Where Necessary; Construction Of Earth Pit Chamber With Brick Masonry, Plastering And Heavy Duty Ci/Rcc Cover With Provision For Watering/Inspection; Providing And Laying Of Gi Strip (E.G., 50×6 Mm) Or Suitable Copper Strip From Transformer Body, Neutral Point And La To Respective Earth Electrodes, Including All Connections With Nuts, Bolts, Washers, Lugs, Clamps And Anti-Corrosive Treatment; Testing Of Earth Resistance To Ensure Values Within Permissible Limits As Per Is/Respo Standards And Ensuring Long-Term Stability Without Frequent Maintenance; The Scope Includes Cost Of All Materials Such As Chemical Electrodes, Backfill Compound, Gi/Copper Strips, Bricks, Cement, Sand, Covers, Water, Etc., And All Labour, Drilling, Installation, Refilling, Carriage, Loading/Unloading, Handling, Testing, Commissioning And All Tools & Plants (T&P) Required For Complete And Satisfactory Execution Of Work As Per Standard Specifications And Direction Of Engineer-In-Charge. , Construction Of Safety Fencing (Ms) Size 3X3x2 Mtr. For Dist. Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle/T-Iron To Be Fitted On Vertical Posts. Pickets (If Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 65X65x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Providing, Installing, Testing And Commissioning Of Tailless Unit Suitable For 250 Kva Distribution Transformer, Including Dismantling Of Existing Tail Connections (If Any), Supply And Fixing Of Required Lt/Ht Connectors, Busbar Arrangements, Insulated Sleeves, And Necessary Termination Accessories; Complete Modification Of Transformer Lt Side To Tailless Configuration Ensuring Proper Phase Segregation, Insulation And Mechanical Strength; Including Providing And Fixing Of Suitable Size Aluminium/Copper Lugs, Glands, Ferrules, Heat Shrink Sleeves, Pvc Insulation Tape, Nut-Bolts, Washers And All Jointing Materials As Required; Making Proper Cable Terminations, Dressing And Clamping Of Cables With Gi Clamps; Providing And Ensuring Effective Earthing Of The Tailless Unit With Gi Strip/Wire And Connecting To Existing Earthing System; Including Painting Of Modified Portion With Suitable Anti-Corrosive Paint; Complete Testing For Continuity, Insulation Resistance And Proper Load Transfer; The Work Shall Be Carried Out As Per Relevant Is Standards, Respo/Departmental Specifications And As Directed By Engineer-In-Charge; The Rate Shall Include Cost Of All Materials, Labour, Tools & Plants (T&P), Handling, Loading/Unloading, Transportation, And All Incidental Works Required To Complete The Job In All Respects. , Providing, Laying, Jointing And Commissioning Of 140/200 Mm Dia (Od) Pn-4, Pe-80 Grade Uv Stabilized Hdpe Pipe In 6.0 Mtr Standard Length By Trenchless (Hdd/Drilling) Method For Underground Cable Protection, Including Excavation Of Suitable Size Launching And Receiving Pits, Alignment And Preparation Of Bore Path, Drilling, Reaming And Insertion/Pulling Of Hdpe Pipe, Jointing By Butt Fusion/Electrofusion With All Necessary Fittings Such As Couplers, Bends And End Caps, Ensuring Proper Alignment And Leak-Proof Joints; Including Providing And Laying Of Warning Tape, Route Markers And Identification System; Complete With All Required Tools & Plants (T&P) Such As Hdd Machine, Drilling Machine, Compressor, Generator, Welding Machine, Including All Consumables, Loading/Unloading, Handling And Safe Stacking At Site; Including Dewatering (If Required), Traffic Control, Barricading And Safety Measures; Also Including Restoration Of Road, Footpath, Drain Or Any Other Surface Under Row (Right Of Way) Conditions To Original Condition And Disposal Of Surplus Earth/Muck; Complete In All Respects As Per Relevant Is Standards, Respo/Departmental Norms And Direction Of Engineer-In-Charge, With All Material, Labour, T&P, Transportation And Incidental Charges Included In The Rate. (Rate Will Be Charge As Per Actual Length Of Work) , 200 Mm Dia For 33 Kv Line , 140 Mm Dia For 11 Kv Line , Laying Of Following Cable Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge.(Rate Will Be Charge As Per Actual Length Of Work) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Manually Digging Excavation Of Trench Of Size 0.50 M Width × 1.00 M Depth In All Types Of Soil Including Dressing, Levelling And Disposal Of Surplus Excavated Earth Within Specified Lead As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Supplying And Laying Of Brick Masonry (Class Designated) In Cement Mortar For Side Protection, Providing And Filling Of Sand Cushioning At Bottom And Around The Laid Cable, Followed By Laying Of Plain Cement Concrete (Plain Cement Concrete) Of Required Grade For Base And Protective Covering Over Trench; Thereafter, Placing And Proper Alignment Of Xlpe Cable Within The Complete Trench, And Covering The Trench With Brick/Cc Slab Protection Including Backfilling With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; The Scope Of Work Includes Cost Of All Labour, Materials (Bricks, Sand, Cement, Aggregates, Water Etc.), Handling, Loading/Unloading, Carriage, And All Tools & Plants (T&P) Required For Excavation, Laying And Finishing Works, With All Safety Precautions, As Per Standard Specifications And Directions Of Site In-Charge. (The Firm Will Be Fully Responsible For This Work And Taking Necessary Permission), As Per Direction Of Site Incharge (Rate Will Be Charge As Per Actual Length Of Work). , Laying And Installation Of 11 Kv Grade, 3 Core × 185 Sq.Mm Xlpe Insulated, Armoured Aluminium Conductor Cable In Underground Trench In Double Circuit Formation, Including Careful Handling, Dressing And Alignment Of Cable Along The Route As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Laying Of Cable Over Prepared Sand Bed, Maintaining Proper Spacing Between Circuits, And Ensuring Identification And Phase Marking; Providing Extra Length Of Cable At Both Ends In Loop Formation For Future Jointing/Termination (Spare Cable To Be Left In Loop Shape At Each End) As Specified; Covering Of Cable With Sand Cushioning, Protective Bricks/Tiles/Cc Slabs And Backfilling Of Trench With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; Including Supply Of All Consumables Such As Sand, Bricks, Cable Markers, Route Indicators, Etc., And All Labour, Loading/Unloading, Carriage, Handling Charges, Testing Prior To Commissioning, And All Tools & Plants (T&P) Required For Safe And Proper Execution Of Work As Per Standard Specifications And Site Instructions. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, As Per Direction Of Site Incharge. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Dog Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying And Stringing Of Following Lt Aerial Bunched Cable (Abc) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Lt Aerial Bunched Cable (Abc) (3×95 + 1×70 + 1×16 Sq.Mm) , Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 4Mm/ 8 Swg , G.I. Wire 5Mm/ 6 Swg , Grouting & Fixing Of Stay Set (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Stay Set (16X1800) , Stay Set Gi (20X1800) , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Dead & Clamp , Suspension Clamp , F-Bracket With Clamp , Cross Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Fuse Set Complete On 25/63/100 Kva Transformer In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad 300X300x75 Of Approved Quality And Specified Size At Pole/Support Locations, Including Excavation Of Suitable Size Pit, Preparation Of Base, Dressing, Leveling, And Proper Placement In Line And Level As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge, Including Refilling, Ramming And Consolidation To Ensure Stability; The Scope Of Work Includes Cost Of All Labour, Loading/Unloading, Carriage, Alignment And All Incidental Works Required For Complete Execution, And All Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable M.S. Clamp, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site, And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Barbed Wire Of Approved Quality And Specification In Position, Stretched And Secured On Poles/Structures With Suitable Binding Wire, Staples, Clamps Or Other Approved Means, Maintaining Proper Tension, Alignment And Height As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing, Tightening And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Stay Insulator Of Approved Make, Type And Rating In Stay Set Assembly, Including Proper Placement Between Stay Wire Lengths, Making Necessary Connections, Tightening And Ensuring Correct Alignment And Insulation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of I-Bolt Of Approved Size And Quality For Guarding Angle, Complete With Nuts, Bolts, Washers And Necessary Accessories, Including Drilling Of Holes In Angle/Pole As Required, Proper Insertion, Fitting, Tightening And Ensuring Correct Alignment And Rigidity As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Number Plate Of Approved Size, Design And Material With Proper Painting/Printing Of Identification Number And Lettering, To Be Securely Mounted On Pole/Structure At Suitable Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fixing With Suitable Clamps, Nuts, Bolts Or Binding Wire As Required, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Necessary For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Draw Out Fuse Set Of Approved Make And Rating, Complete With All Standard Accessories, Mounted On Pole/Structure With Suitable Clamps, Nuts, Bolts And Connectors, Including Proper Alignment, Tightening And Making Necessary Electrical Connections For Safe And Reliable Operation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Erection, Testing And Commissioning And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment, Tackles And Testing Instruments Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Smc Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable Clamps, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Paint And Carrying Out Painting Of Pole With Approved Quality Paint System, Including Thorough Surface Preparation By Cleaning, Scraping, Wire Brushing And Removal Of Rust, Dirt And Loose Materials, Applying Primer Coat Where Required And Finishing With Two Or More Coats Of Approved Paint Of Specified Shade, Including Marking/Numbering If Directed, Complete In All Respects As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage Of Materials To Site And All Incidental Works Necessary For Satisfactory Completion, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Construction Of Meter Room Of Internal Size 8× 8× 10 Height, Including Setting Out, Excavation Of Foundation In All Types Of Soil, Dressing And Disposal Of Surplus Earth Within Specified Lead; Providing And Laying Plain Cement Concrete Of Required Grade For Foundation Base, Followed By Construction Of Brick Masonry In Cement Mortar Of Approved Class For Foundation And Superstructure Walls Of Required Thickness, Including All Leads And Lifts; Providing Reinforced Cement Concrete Lintel And Roof Slab (Solid Slab) Of Required Thickness Using M-20 Grade Concrete With Centering, Shuttering, Vibration And Curing Complete, Including Reinforcement Steel As Per Design; Providing Internal And External Plastering In Cement Mortar Of Required Thickness, Smooth Finishing, And Curing; Providing Flooring With Cement Concrete Or Ips Finish, Including Base Preparation And Finishing; Supplying And Fixing Of Ms/Steel Door With Frame, Including Holdfasts, Hinges, Locking Arrangement And Painting; Providing Ventilators With Ms Grill, Including Fixing; Complete Internal And External Painting/Whitewashing With Approved Quality Paint; Providing Necessary Provisions For Meter Installation Such As Cable Entry Points, Sleeves, Earthing Arrangement, Foundation Bolts And Fixtures; The Scope Includes Cost Of All Materials Such As Bricks, Cement, Sand, Aggregates, Steel, Doors, Grills, Paint, Water, Etc., And All Labour, Tools & Plants (T&P), Scaffolding, Curing, Carriage, Loading/Unloading, Handling And All Incidental Works Required For Complete Construction As Per Standard Specifications And Direction Of Engineer-In-Charge. , Laying Of Power/Control Cable Of Specified Size In Trench/Duct/On Surface Along Approved Route, Including Excavation Of Trench, Sand Cushioning, Proper Dressing, Alignment, Clamping, Identification Tagging, Protective Covering With Bricks/Tiles (Where Required), Backfilling, Ramming, Leveling, And Disposal Of Surplus Earth; Including Handling, Shifting, Straightening, And Pulling Of Cable With Due Care To Avoid Damage And Maintain Required Bending Radius; Complete In All Respects As Per Standard Specifications And Direction Of Engineer-In-Charge, All Materials, Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
33.
Public Administrative Department #11160887 AOC
Tender For Annual Plan-Raittem Paramp Drinking Water Project Pipe Line Extension More Water-Project No-77/26-General Civil Work - Plumbing line 2 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) 3 OD165711/2025-2026:Supplying and laying HDPE pipes PE 100,10.0 Kg 50 mm outer dia including trenching and filling 4 OD165699/2025-2026:Supplying and laying HDPE pipes PE 100,10.0 Kg 50 mm outer dia excluding trenching 5 OD170640/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -Gunmetal non-return valve-horizontal (screwed end ) 40 mm dia 6 OD165710/2025-2026:Supplying and fixing 20 mm PVCpipe with saddle for house connection 7 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Contract Date: Jun 09, 2026 Contract Value : ₹ 1.69 Lakh
Government Departments No of Bidders 2
Kerala View Result →
34.
Public Administrative Department #11151078 AOC
Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Directed By The Departmental Officers. 2.3 Cutting Of B.T Road Surface Including Stacking Of Excavated Materials For Pipe Line Trench Work. 308.87 In Ordinary Soils, By Mechanical Means Earthwork Excavation In All Kinds Of Soil For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Lines Including Divertion Of Traffic And Backfilling In Trenches With Excavated Suitable Material And Disposal Of Remaining Earth Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete For Pipe Lines By Mechanicall Means. 23.76 Hard Rock ( Blasting Prohibited ) -Up To 3.00Mts. Below Gl: Excavation In Hard Rock In Habitant Areas Where Conventional Blasting Can Not Be Done For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 305 Mord / 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Pipe Lines Including Divertion Of Traffic And Disposal Of Rock Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete 118.80 Manual Means : Earthwork Excavation For Pipelines In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Pipelines By Manual Means. 23.76 Manual Means : Earthwork Excavation For Structures In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Sumps, Thrust Blocks, Chambers And Man Holes Etc. By Manual Means. 216.00 Phe-Bhlw-26 : Barricading, Hoarding, Lighting And Watching Etc., For Water Supply And Sewerage Works For Trenches Of Depths Upto 6’-0” ( 2 Meter ) Below G.L 64.80 Bld-Cstn-2-8 ( 16 ) : Collection , Supply And Filling Of Hbg 2.36 Mm And Below From Approved Quarry To Work Site And Stacking At Work Site To Dept. Gauge For Premeasurements Including Cost And Convenyance Of All Material And All Labour Charges Etc. Complete As Per Standard Specifications. Clause 305.3.9 Mord & 304 Morth 720.00 Manufacture, Supply, & Delivery Of Polyethylene Pipes ( Pe-100 Grade ) For Water Supply Conforming To Is 4984-2016 Including Transportation To Any Where In T.G, But Excluding Gst And Specials Etc., Complete. ( Supply Upto 90 Mm Dia In Coil & Above 90 Mm Dia Stright Length In6 M. ) 110Mm Dia 720.00 Phe-Lcis-1: Laying And Jointing Of Hdpe Pipes In Ready Made Trench By Butt Fusion Welding As Per Is:7634 – Part-Ii / 1975 As Amended From Time To Time To The Alignment And Gradient And Testing The Pipeline To The Required Measure But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 110Mm Dia 1 Manufacture, Supply, & Delivery Of Hdpe Fittings Conforming To Is 4984 - 1995 Including Transportation To Work Spot, Stacking But Excluding Taxes And Duties.Etc.Complete 1 Bends For 1 110 Mm 1 End Caps For 3 110 Mm 1 Tees For 2 Od 110 Mm 1 Ms Flanges 6 110Mm 14 160Mm 2 200Mm 1 Reducers For 4 Od 140 Mm X 160 Mm 4 Od 110 Mm X 125 Mm 1 Electro Fusion Couplers 4 Ef Coupler D110mm Pe 100Bk 4Pin 1 Manufacture, Supply And Delivery Of Di D / F Gate Valves ( Soft Seated ) Resilient Seated Soft Sealing Gate Valves ( Sluice Valves ) With Body Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Sg- 400 / 15 Or Ggg-50 / Sg-500 / 7 Or Equivalent Grade As Per I.S.3896-Part2-1985 And Subsequent Revisions, Wedge Fully Rubber Lined With Epdm Food Grade Quality And Seals Of Nbr And The Valves Should Be Of Vacuum Tight And 100% Leak Proof With Face To Face Dimensions As Per Bs5163-89 / Is14846-2000 / Din 3202 F 4. All The Valves Should Be With Electrostatic Powder Coating Both Inside And Outside Pocket Less Body Passage. Drilled As Per Is:1538. Including Transportation To The Site For Complete Item Of Work. 100Mm Dia Sluice Valves ( Including Scour Valves ) Di. D / F Sluice Valves Of Pn.10 Class 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Cisv-15 : Lowering, Keeping In Position And Fixing C.I. Sluice Valves ( With Cap / With Hand Wheel & Reflex Valves ) Excluding Cost Of Bolts, Nuts, Rubber Insertion, Sluice Valve And Tail Pieces 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Jcif-5-: Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Manufacture As Per Bis:12820 / 2004 With S.B.R. Quality Rubber Conforming To Bis: 5382 / 85, Supply And Delivery Of Rubber Gaskets Suitable For C.I / D.I S / S Pipes Anywhere In T.G. F.O.R. Destination Departmental Stores Including Cost Of Material, Loading, Incidentalhandling With Companies Standard Packing, Transportation, Unloading &Stacking But Excluding Taxes. 20.00 100Mm Dia 18.00 150Mm Dia 26.00 200Mm Dia 2.00 250Mm Dia 1 Manufacture, Supply, & Delivery Of Centrifugally Cast ( Spun ) Ductile Iron Fittings Conforming To Is:9523 / 2000 Having Dimensions As Per Table. The Rates Mentioned Here Under Are For Fittings, Zinc Coated Externally With Inside Mortar Lining ( With Finishing As Per Class 13 / Is 9523 / 2000 ) ( Ex-Works ) Excluding Transportation And Taxes. 1 Di All Socket Tees, 63.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1 All Flange Tee 21.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1.00 Di Flanged Sockets 144.00 100Mm Dia 70.00 150Mm Dia 280.00 200Mm Dia 52.00 250Mm Dia 1.00 Di Mechanical Joints 76.00 100Mm Dia 90.00 150Mm Dia 555.00 200Mm Dia 112.00 250Mm Dia 1.00 Di Reducers, 13.00 150X100mm Dia Di Double Socket Bends 11.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 30.00 200Mm Dia Di End Caps 8.00 100Mm Dia 13.00 150Mm Dia 1 Phe-Lcis-1 : Lowering C.I. / D.I. Pipes ( All Classes ) And Specials ( Fittings ) With S / S Ends Carefully Into Trenches And Laying Them True To Alignment And Gradient Including All Sundries But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 1 Di All Socket Tees, 36.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm 1.00 All Flange Tee 12.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm Di Flanged Sockets 192.00 100Mm Dia 60.00 150Mm Dia 168.00 200Mm Dia 24.00 250Mm Dia Di Mechanical Joints 48.00 100Mm Dia 36.00 150Mm Dia 180.00 200Mm Dia 24.00 250Mm Dia Di Reducers, 12.00 150X100mm Dia Di Double Socket Bends 12.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 12.00 200Mm Dia Di End Caps 12.00 100Mm Dia 12.00 150Mm Dia Phe-Jcir-4 : Jointing C.I., D.I. Pipes And Fittings With Rubber Gasket ( Push-On-Joint ) , Excluding The Cost Of The Gasket But Including All Sundries Filling With Water, With A Water Lead Up To 500M And Testing To Required Pressure, Etc. Complete Reference To Specifications Is 3114 / 1994 / 12888 / 1987 Di All Socket Tees, 18.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm Di Flanged Sockets 32.00 100Mm Dia 10.00 150Mm Dia 28.00 200Mm Dia 4.00 250Mm Dia Di Double Socket Bends 2.00 100Mm Dia ( 90Degrees ) Phe-Jcif-5 : Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) Di Flanged Sockets 16.00 100Mm Dia 5.00 150Mm Dia 14.00 200Mm Dia 2.00 250Mm Dia Di Mechanical Joints 8.00 100Mm Dia 6.00 150Mm Dia 30.00 200Mm Dia 4.00 250Mm Dia All Flange Tee 2.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm 0.01 Plain Cement Concrete Nominal Mix ( 1:5:10 ) Prop ( Cement : Fine Aggregate: Coarse Aggregate ) Using 40Mm Size Hard Granite Machine Crushed Metal Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate Water Etc., To Site , Seigniorage Charges On All Materials, Labour Charges , For Mixing , Laying, Concrete , Ramming In 15 Cm Layers, Finishing Top Surface To The Required Level Curing Etc., Complete For Finished Item Of Work.For Foundation And Under Flooring Bed. For Bedding Under Thrust Blocks For Bends 15 Construction Of Valve Chambers With Cement Concrete Vertical Walls And Rcc Slab Fitted With Frc Man Hole Cover And Frame, Etc Including Cost And Conveyance Of All Material, Labour Charges, Curing Etc., Complete As Per Standard Specifications And Standard Drawings.. For 100Mm Dia To 200 Sluice Valves 218.21 Carting Away The Surplus Excavated Material I.E.Earth And Rubble From The Site To A Suitable Distance Of About 5.00 Km Including Loading, Unloading , Conveyance Charges And Dumping The Carted Material At The Contractors Cost, Labour Charges, All Leads & Lifts And Other Incidental And Operational Charges Etc., Complete. 51.3 Rbr-Fndn-1: Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth For Sumps, Thrust Blocks, Chambers And Man Holes Etc, . 7.38 Providing Hbg Stone Chips 2.36Mm And Below For Below Lean Concrete In Foundations As Per Specification And Drawing Including Cost And Conveyance Of Materials To Site With All Leads, Lifts Including Watering, Tamping, Ramming, Labour Charges, All Other Incidental And Operational Charges Etc., Complete As Per Detailed Specification And Directed By The Engineer - In - Charge Below Lean Concrete In Foundations 3.69 Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is : 383, Maximum In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Sholvels, Rakes, Compacted Using Needle And Plate Vibrators And Finished In Continuous Operation Including Provision Of Admixtures As Approved, Curing Of Concrete Slabs For 14- Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 Mord.
Contract Date: Ref. Documents Contract Value : ₹ 16.54 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
35.
Water Resources and Irrigation #11133810 Technical Bid
Tender for Emergent Palliative Restoration Of Tilpara Mihirlal Barrage By Placing Sand Filled Non Woven Mega Geo Bags & Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes Filled With Sand Filled Hdpe Bags At Downstream Bed Within Block-Suri-I, P.S.-Suri, Dist- Birbhum. , Supply Of Staple Fibre Polyester (Pes) Virgin Type Or Polypropylene (Pp) Non Woven Mega Geo Bag (2.0M X 1.50M) With Virgin Fibers With More Than 80% Uv Resistance Shall Be Used As Raw Material For Making Fabric And Geo-Bags Having Min Mass Of 400 Gsm And Tensile Strength Of 22/24 Kn/M In Md/Cd And Elongation Of 60/60% .The Geo Textile Bag Have Puncture Resistence Of 4100 N And Abration Resistence Of 4100 N, Uv Resistance Of 75% Of Strength After 500 H, Min. No Recycled Fiber Shall Be Allowed For Making Geo Textile Bags As Per Is 16653 : 2017. Rate Should Be Inclusive Of Supply At Site And With Out Gst & Other Taxes If Any , Supply Of Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012, Morth Clause 2500, Of Required Size, Mesh Type 10X12(D=100 Mm With Tolerance Of ±2%), Zinc+Pvc Coated, Mesh Wire Diameter Min 2.70/3.70(Id/Od) Mm, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @3% By Weight Of Gabion Boxes. Rate Should Be Inclusive Of Supply At Site And With Out Gst & Other Taxes If Any Size 1.5 M X 1.5 M X 0.5 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
West Bengal View Result →
36.
Power #11131078 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , 11 Kv completion Poly. Disc Insulator 45 Kn , Stay Set 16X1800 , M.S. Angle 65X65x6 Mm , Acsr Dog Conductor , A.B.Cab. L.T. (3X120)+ (1X95)+(1X16) Sq.Mm , Earth Rod 2540X20 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , D.O Fuse Set 11 Kv , Acsr Weasel Conductor , Ms Channel 100X50 Mm , 11 Kv Tpmo , Lt Abc 3X50+1X35+1X16 Sq.Mm , G.I. Wire 6 Swg , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable H.T. Xlpe 3X120 Sq.Mm , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv V-Type Steel Cross Arm 65X65x6 Mm , Ms Channel 100X50 Mm , 11 Kv Composite Polymer Pin Insulator , Lt Abc 3X50+1X35+1X16 Sq.Mm , Disc Fitting 45 Kn (T&C) , Abc (3X95+1X70+1X16)Sq.Mm , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 11 Kv Cable Box O/D 3X120 Xlpe , 11 Kv Cable Box O/D 3X185sq.Mm , Aluminium Cable 1X240 , 11 Kv Cable Box I/D 3X185sq.Mm , 11 Kv Tvm Category C , 11 Kv Ct/Pt Ctr 10/5Amp , 11 Kv Met. Cub. Pilfer Proof Ctr 10/5Amp , Erection Of 11 Mtr Double Pole Structure For 11 Kv Line Including Excavation Of Suitable Size Pits, Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulators With Pins, Disc Insulators With Complete Fittings, Etc., Strictly As Per Respo Drawings/Standard Norms; Providing And Fixing Of All Necessary Clamps Made Of M.S. Flat 50×6 Mm With Suitable Nuts & Bolts, Stone Pad, Jumpering, Alignment, Tightening And All Allied Works; The Scope Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Erection And Fixing Of Single Pole Structure For Lt Line Including Excavation Of Suitable Size Pits, Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Grouting Of St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40 Mm Brick Ballast) In Block Size 450×450 Mm Up To 1/6Th Depth Of Full Length Of Support Below Ground Level And 300 Mm Above Ground Level (Plinth), Using cement concrete 1:3:6 (Cement, Coarse Sand And Stone Grit) Including Mufting As Per Approved Drawing; The Work Shall Include Excavation, Backfilling, Proper Ramming, And Curing Complete In All Respects With All Required Materials; The Scope Further Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Executing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Erection And Fixing Of 11 Kv D.O. Fuse Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Fuse Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Erection And Fixing Of 11 Kv Tpmo Set On St/Pcc Pole Including Mounting/Fixing Materials, Clamps, Nuts & Bolts, And Accessories Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Tpmo Set Shall Be Supplied By The Department; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Provided By Contractor As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Overhead 11 Kv Ht Xlpe Cable (3×120 Sq.Mm) On St/Pcc Poles, Including Proper Hanging And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements, And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site, And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying And Stringing Of Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Laying Of 140 Mm Dia (O/D) Pn-4, Pe-80 Grade, Uv Stabilized Hdpe Pipe In Standard Lengths (6 M Each) By Trenchless/Drilling Method For Laying Of Underground 11 Kv Cable, Complete In All Respects As Per Relevant Is Specifications And Directions Of The Site In-Charge; The Scope Of Work Includes Formation Of Entry And Exit Pits, Drilling With Suitable Machinery And Drilling Fluid, Alignment, Jointing, Insertion Of Pipe, Protection Of Existing Utilities, And Complete Site Restoration; The Work Also Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Materials, Safety Arrangements And All Allied Works Required For Proper Execution; The Contractor Shall Be Responsible For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying Of 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm Underground Through Hdpe Pipe, Including Pulling, Proper Dressing And Positioning Of Cable, Leaving Adequate Spare Cable In Loop Shape At Both Ends As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Cable Pulling Equipment, Alignment, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , 11 Kv Ht Xlpe Cable Of Size 3×185 Sq.Mm , 11 Kv Ht Xlpe Cable Of Size 3×120 Sq.Mm , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 6 Swg , G.I. Wire 4Mm/ 8 Swg , Grouting & Fixing Of Stay Rods (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , F-Clamp , Holding Clamp With Nut Bolt , Dead & Clamp , Lt Clamp , X Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Insulators Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Box Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Lt Fuse Set Complete In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of J Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Weasel Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Laying, Stringing And Final Sagging Of Acsr Dog Conductor Complete In All Respects, Including Proper Tensioning, Alignment And Dressing Of Conductor Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Use Of Stringing Equipment, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Installation Of Maintenance-Free, Multifaceted, Corrosion-Resistant Chemical Earthing Electrode Of Size 80 Mm Dia × 3000 Mm Length, Complete With 50 Kg Backfill Compound And All Required Accessories For Body/Neutral Earthing Of Transformers, Including Providing And Fixing Of M.S. Earth Strip For Connection (The Strip To Be Properly Welded To The Earthing Electrode And Neutral Support), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Excavation, Installation, Welding, Connection, Testing, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Jumpering Of Lt/Ht Lines For Proper Energization, Including Cutting, Dressing, Binding And Fixing Of Jumpers With Suitable Connectors/Clamps, Ensuring Proper Electrical Continuity And Safety, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
37.
Agriculture #11110984 AOC
Tender for E-Supply And Laying Of H.D.P.E. Water Supply Line At B.F.P.C Us At Indrapuri Bhopal , Supply And Laying Of H.D.P.E. Water Supply Line At B.F.P.Campus At Indrapuri Bhopal , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30Cm In Depth. 1.5M In Width As Well As 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottom Disposal Of Excavated Earth, Lead Up To 50M And Lift Up To 1.5M, Disposed Earth To Be Levelled And Neatly Dressed. (No Extra Lift Is Payable If Work Is Done By Mechanical Means) All Kinds Of Soil S.O.R. Item 2.6 , Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 2.24 , Supplying And Laying Of Approved Make Hdpe Pipe As Per Is:4984 And Is:14333 With Latest Amendment For Installation Of Submersible Pump With Necessary Connection, Socket/Couplings, Tees, Etc. As Required (Pe-63 & Working Pressure 6 Kgf/Sq Cm) 25 Mm Outer Dia. , Supplying And Laying Of Approved Make Hdpe Pipe As Per Is:4984 And Is:14333 With Latest Amendment For Installation Of Submersible Pump With Necessary Connection, Socket/Couplings, Tees, Etc. As Required (Pe-63 & Working Pressure 6 Kgf/Sq Cm) 40 Mm Outer Dia.
Contract Date: Jun 03, 2026 Contract Value : ₹ 1
Government Departments No of Bidders 2
Madhya Pradesh View Result →
Telangana View Result →
West Bengal View Result →
West Bengal View Result →
Telangana View Result →
42.
Public Administrative Department #11070930 Technical Bid
Tender for Supplying Of Jalpraday Samagri For Fy 2026-27 As Per Annex-1 , Municipal Council Banmore Distt. Morena , Supplying Of Jalpraday Samagri , 4 Inch Sluice Valve ( Including Tail Pices Flange And Nut Bolt Complete) , 6 Inch Sluice Valve ( Including Tail Pices Flange And Nut Bolt Complete) , 8 Inch Sluice Valve ( Including Tail Pices Flange And Nut Bolt Complete) , 10 Inch Sluice Valve ( Including Tail Pices Flange And Nut Bolt Complete) , 12 Inch Sluice Valve ( Including Tail Pices Flange And Nut Bolt Complete) , Check Valve 2.0 Inch , Check Valve 2.5 Inch , Submersible Motor Pump 01 Hp V4, 06 Stage Isi Mark , Submersible Motor Pump 07.5 Hp V6, 06 Stage Isi Mark , Submersible Motor Pump 10 Hp V6, 08 Stage Isi Mark , Submersible Motor Pump 12 Hp V6, 08 Stage Isi Mark , Bantex Oil Starter 03 Button 20 Hp , Voltmeter Gauge , Ampere Meter , Rubber Band ( Pack Of 01 Kg) , Electric Tap (Pack Of 100 Nos) , Cut- Out 63 Ampire , Cut- Out 100 Ampire , Implemental Ci Threaded Flanges 02 Inch , Implemental Ci Threaded Flanges 02.5 Inch , 02 Inch G.I. Pipe For Motor Pump (T.T., Swastik ) , 2.5 Inch G.I. Pipe For Motor Pump (T.T., Swastik ) , G.I. Socket 02 Inch Isi Mark , G.I. Socket 02.5 Inch Isi Mark , Rod Chuck Nut 03 Inch , Rod Chuck Nut 04 Inch , Rod Chuck Nut 06 Inch , Rod Chuck Nut 08 Inch , Rod Chuck Nut 10 Inch , D- Joint 03 Inch ( Including Bolt Rubber Ring Complete) , 110 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 125 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 140 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 160 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 180 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 200 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 225 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 250 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 280 Mm D- Joint Wide Color ( Including Bolt Rubber Ring Complete) , 180 M.M. Di Mechanical Joint Collar , 225 M.M. Di Mechanical Joint Collar , 200 M.M. Di Mechanical Joint Collar , 250 M.M. Di Mechanical Joint Collar , 300 M.M. Di Mechanical Joint Collar , 110 M.M. Spigot Tee Hdpe , 125 M.M. Spigot Tee Hdpe , 140 M.M. Spigot Tee Hdpe , 160 M.M. Spigot Tee Hdpe , 180 M.M. Spigot Tee Hdpe , 200 M.M. Spigot Tee Hdpe , 225 M.M. Spigot Tee Hdpe , 250 M.M. Spigot Tee Hdpe , 280 M.M. Spigot Tee Hdpe , 110 M.M. Fabricated Tee Hdpe , 125 M.M. Fabricated Tee Hdpe , 140 M.M. Fabricated Tee Hdpe , 160 M.M. Fabricated Tee Hdpe , 180 M.M. Fabricated Tee Hdpe , 200 M.M. Fabricated Tee Hdpe , 225 M.M. Fabricated Tee Hdpe , 250 M.M. Fabricated Tee Hdpe , 280 M.M. Fabricated Tee Hdpe , Hdpe Pipe 110 Mm Od (Pn 06, Pe 100) , Hdpe Pipe 125 Mm Od (Pn 06, Pe 100) , Hdpe Pipe 140 Mm Od(Pn 06, Pe 100) , Hdpe Pipe 160 Mm Od (Pn 06, Pe 100) , Hdpe Pipe 180Mm Od (Pn 08, Pe 100) , Hdpe Pipe 200 Mm Od (Pn 08, Pe 100) , Hdpe Pipe 225 Mm Od (Pn 08, Pe 100) , Hdpe Pipe 250 Mm Od (Pn 08, Pe 100) , Hdpe Pipe 280 Mm Od (Pn 10, Pe 100) , 180 Mm Di Pipe (K9) , 200 Mm Di Pipe (K9) , 225 Mm Di Pipe (K9) , 250 Mm Di Pipe (K9) , 300 Mm Di Pipe (K9) , 110X125 Hdpe Spigot Elbow , 125X140 Hdpe Spigot Elbow , 140X160 Hdpe Spigot Elbow , 160X180 Hdpe Spigot Elbow , 180X200 Hdpe Spigot Elbow , 200X225 Hdpe Spigot Elbow , 225X250 Hdpe Spigot Elbow , 250X280 Hdpe Spigot Elbow , 110 Hdpe Band , 125 Hdpe Band , 140 Hdpe Band , 160 Hdpe Band , 180 Hdpe Band , 200 Hdpe Band , 225 Hdpe Band , 250 Hdpe Band , 280 Hdpe Band , Air Valve 4 Inch , 2.5 Inch Elbow , 2.0 Inch Elbow , 04 Sqmm 03 Core Copper Cable Isi Mark , 06 Sqmm 03 Core Copper Cable Isi Mark , 16 Sqmm 04 Core Aliminium Cable Isi Mark , 25 Sqmm 04 Core Aliminium Cable Isi Mark , 70 Sqmm 04 Core Aliminium Cable Isi Mark , Pipe Fitting Heater 160 Mm , Pipe Fitting Heater 180 Mm , Pipe Fitting Heater 200 Mm , Drill Machine 1000 Watt , Road Cutter 24 Kg , Hand Grinding Machine Ag 04 (Bosch) , Hand Grinding Machine Ag 05 (Bosch) , Hand Grinding Machine Ag 07 (Bosch) , Hand Grinding Machine Ag 09 (Bosch) , Pipe Rinch 14 Inch , Pipe Rinch 18 Inch , Pipe Rinch 24 Inch , Chain Pana 04 Inch
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Madhya Pradesh View Result →
43.
Public Administrative Department #11068418 AOC
Tender For General-Muvattupuzha Bp - Annual Plan - 2025-26- Project No.89-Pipe Line Extension In Ward 3, 11 Of Maraday Gp-General Civil Work - Pipe line Extension 2 2.10.1.1:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia 3 OD222247/2025-2026:Supplying and fixing Air valve 75 mm , including all cost ,as per the direction of Engineer in Charge 4 OD222248/2025-2026:Supplying and Fixing Air Valve 63 mm , including all cost , as per the direction of Engineer in Charge 5 OD227070/2025-2026:Providing and fixing HDPE pipe ( PE 100PN8DN110MM)including all special fittings of composite material ,ELECTRO FUISION WELDINGusing electro fuisin machine, testing the pipe line lowering the pipe in position etc complte
Contract Date: May 12, 2026 Contract Value : ₹ 5.97 Lakh
Government Departments No of Bidders 3
Kerala View Result →
44.
Drinking Water Supply and Sanitation #11068276 AOC
Tender For Repair And Maintenance Of Office Mcc In Tirupathur Municipality.; 1 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 2 Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9 X 43/8X 2 3/4 including finishing, curing, etc., complete complying with standard specification - 100CFT 3 Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications 4 Supplying and delivery of following Electrical Materialsand specials including cost and conveyance and stacking at site store for pre measurements etc., completeCeiling Fan 1200mm (48) SD 461 5 18 LED Tube light 6 4 Pole MCB 7 Single Pole MCB 8 2 Pole MCB 9 6 Amps Plug SD 247 10 20 Amps Plug sd 250 11 Repair and servicing of 10HP Motar with necessary specials complete as per standard specification 12 Supply and delivery of wet type Submergible pumpset 2.00 HP as per IS 8034/1989 without Panel Board 2022-2023 20lpm x 150 mts Head Capacity as per std specification 96(18) 13 Supply and delivery of 4Sqm cable 3 core including cost and conveyance of materials etc., complete (Page No:114) 14 Supply and fixing of 63m dia HDPE pipes - PE 100 as per IS 4984/ 1995 for Submersible pump in Bore well class PN 6. The rate shall inclusive of all labour charges and freight charges etc, complete. Nylon Rope 15 32mm GI Elbow 16 32mm GI Tee 17 32mm GI 1/2 feet Nipple 18 32mm GI 1 feet Nipple 19 32mm GI 2 feet Nipple 20 20mm Waste Not Tap 21 32mm Clamp Set 22 32mm Hose collar with clip 23 M.S Bore Cover 24 25mm GI Coupling 25 25mm GI Elbow 26 25mm PVC Tap 27 40mm PVC Pipe 28 Supply and delivery of Panel Boardincluding cost and conveyance of materials cost etc., complete 2HP 29 Labour charges for Errection of submergible Pump set in bore well including fixing and jointing submergible cable with proper clamps up to the starter to required depth and also fixing of riser pipes to the required depth values Errection clamps pressure gauges up to the exterior wall of pump room and errction of panel board consisting of TPICN switches starter volmeter ammeter three pilot indicator lamps complete and testing the pump set and trail run for 10 days up to 5 HP. 30 Supply and delivery of 1000 lit capacity and fixing of HDPE tank as per IS 12701/1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,complete as per standard specification. 31 Painting two coats with ready mixed Plastic emusion of first qulity paint two coat and of approved colour over priming coat including through scrapping clean removal of dirt and , preparing the surface and curing etc., complete and including necessary plaster of paris ,Putty wherever required as per standard specification 32 Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all floors.
Contract Date: May 12, 2026 Contract Value : ₹ 4.15 Lakh
Local Bodies No of Bidders 2
Tamil Nadu View Result →
Goa View Result →
46.
Power #11048978 AOC
Tender for Supply Of Pipe Hdpe 110Mm Pn 6 Configuration And Pe Grade 80
Contract Date: May 08, 2026 Contract Value : ₹ 15.06 Lakh
Boards / Undertakings / PSU No of Bidders 2
Kerala View Result →
47.
Public Administrative Department #11006116 AOC
Laying Of Hdpe (Polythylene Pipes Pe 100 Grade) Distribution Pipelines In Uncovered Areas Of Mission Bhageeratha (Tmdp) Pipelines Of Huzurabad Municipality Under Pattana Pragathi Funds.
Contract Date: Ref. Documents Contract Value : ₹ 26.46 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
West Bengal View Result →
49.
Tourism #10977010 AOC
Tender for Cables, Earthings , Supply Of 4 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size.4 Core 1.5 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 10 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 25 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required.(A) In Soily Strata , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 1.5 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark,Of Approved Brands, Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. With Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe. G)Watering Arrangement(Plumbing Will Be Paid Seperately).(A) In Soily Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Supplying And Laying 25 Mm X 5 Mm Gi Strip In 40 Mm Dia Gi Pipe From Earth Electrode As Required , Supplying, Of Hdpe Pipes At Store Or Site Of Work Including Loading, Unloading, Stacking, Transit Insurance Etc. Complete Bearing Isi Mark &Conforming To Is: 4984-1995 & Made From Pe 100 Resin Class Iv (6 Kg/Cm2). Outer Dia. 90 In Mm , Foundations , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. A) All Kinds Of Soil , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Providing And Laying In Position Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 40 M Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing. All Works Upto Plinth Level , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Foundations, Footings, Bases For Columns , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Levelm-20 Grade Of Concrete , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Levelm-25 Grade Of Concrete , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Levelm-30 Grade Of Concrete , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Dbs, Mcbs, Terminations, Wiring/Lights , Supplying And Fixing Following Way Tpn Sheet Steel, Single Door, Verticle Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator)Interconnection Between Incomer Mccb And Busbars Of Following Ways (But Without Mcbs As Required)(A) 4 Way (8+12), Single Door, Vertical Type, Cat A , Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps, Including Cutting And Making Good The Walls Etc. (Internal Work)25 Mm Nominal Bore , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(A) Sp, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(E) Tpn, Cat A , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required.(4) 4 X 10 Sq. Mm. , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Medium) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supply And Erecting Of 48 Inch (1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying & Erecting Led 20W Tube Light Fitting (4 Feet), 5700K, With Crca Housing, Heat Sink, With Industrial Grade Heavy Duty Driver Complete Havels Cat Stout Mini 1200Bs 40W Led 865 Make Philips / Wipro Cat No Ll24-541-Xxx-57-Cd (Including Lamp) , Supply, Installation , Testing And Commissioning Of 12W Uplighter Including Driver Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: Warm White Of Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of 15W Uplighter Including Driver Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: Warm White Of Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of Wall Washer Of 36W Including Driver Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: White Of Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of Wall Washer Of 20W Including Driver Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: White Of Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of 2 Mtr Corner Profile Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: Warm White Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of 1 Mtr Corner Profile Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: Warm White Make: Atilite, Wipro, Transrail, Bmp. , Supply, Installation , Testing And Commissioning Of Decorative Wall Fixtures Of 50W Of Ip 66 As Required As Directed By The Engineer Incharge Of Colour Output: Whitemake: Atilite, Wipro, Transrail, Bmp. , Supply And Fixing Of Junction Box Of Model Dk 1000G Of Size 130X180x77 Hensel Box As Required As Directed By The Engineer Incharge , Supply And Fixing Of Junction Box Of Model Wp 0402G Of Size 104X104x70 Hensel Box As Required As Directed By The Engineer Incharge. , Supply And Laying Of 14 Swg Copper Wire , Supply And Laying Of 25Mm Rigid Pvc Pipe Hms , Supply, Installation , Testing And Commissioning Of Outdoor Stand Mounted Feeder Pillar Ip66 Rated With 32A Tpn Mcb Incomer, Single Dial Timer, 25A Cotactor For Automatic Switching Of Luminaries .Of Make L &T/Schneider/Havells /Legrand, Incoming 10 Sq.Mm And Outgoing 2.5Sq.Mm Terminals With Outgoing Mcbs 6 Nos. The Panel Should Be Cpri Approved As Required As Directed By The Engineer Incharge. , Supply And Installation Of Driver Of 150W Make Meanwell, Philips As Directed By The Engineer Incharge , Supply Installation Testing and Commissioning of Decorative 3Mtr Height Post Top Gi Pole Made Up Of Aluminium With Pure Polyster Power Coating. Pole Dia Of 60Mm With Base Plate Of 200Mmx200mm. Having Halo Ring Design Fixture Of 50W. Ip66. With Inbuild Driver Of Philips Make. Input Surge Protection: 6Kv. Power Factor: 0.90. Cri: 80. Operating Voltage: 80-240V Ac, 50-80Hz. Make: Transrail, Wipro, Bmp. , Supply, Fixing, Testing And Commissioning Of 350W Led Flood Light Luminiare Ip 66 Optic Compartment, Pressure Die Cast Aluminium Housing, Control Gear Compartment, Frame With Toughened Glass With Luminious Efficacy 115 Lumen/W At Ta 25 Deg C.In Built Surge Protection Upto 10Kv As Required And Directed By Engineer Incharge. Make Transrail,Wipro, Atilite. , Supply, Fixing, Testing And Commissioning Of 50W Led Flood Light Luminiare Ip 66 Optic Compartment, Pressure Die Cast Aluminium Housing, Control Gear Compartment, Frame With Toughened Glass With Luminious Efficacy 115 Lumen/W At Ta 25 Deg C.In Built Surge Protection Upto 10Kv As Required And Directed By Engineer Incharge. Make Transrail,Wipro, Atilite. , Supply, Installation, Testing And Commisioning Of 20 Mtr High Mast System With Head Frame, Galvanized Lantern Carriage. Mast Shaft Shall Be In Two Sections, Hot Dip Galvanized And Suitable For 44(Mtr/Sec) Wind Velocity As Per Is 875, The Mast Shall Have An Integral Powertool Installed Inside The Base Compartment For Its Operation. It Shall Include Accessories For High Mast Including Steel Wire Rope 6 Mm Dia(7/19 Construction ), Trailing Cable (5 Core 2.5 Sq.Mm), Double Drum Winch, Connector, Integral Power Tool Motor, Manual Handle For Lowering And Rasing Mechanism, Junction, Box Etc. Complete As Required And Directed By Engineer Incharge. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply, Installation, Testing And Commisioning Of 12.5 M High Mast With Head Frame, Mast Shaft Shall Be In Two Sections, Hot Dip Galvanized (Avg Microns On Hm Shall Be 100 Microns Taking Into Consideration Of Coastal Beach Line) Suitable For Wind Speed 44M/Sec Wind Velocity As Per Is 875,Galvanized Luminaries Carriage Suitable To Install 6-8 Nos.Luminaries (350 W Fixtures) In Symmetrical Arrangement, The Mast Shall Have An Integral Powertool Installed Inside The Base Compartment For Its Operation, Lightning Finial Along With The Other Accessories Like Double Drum Winch, 6 Mm Diameter Ss Wire Rope,Trailing Cable (5 Core 2.5 Sq.Mm),, Connector, Integral Power Tool Motor, Manual Handle For Lowering And Rasing Mechanism, Junction, Box Etc. Complete As Required And Directed By Engineer Incharge. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply Of 9M High Mast Shaft In Single Sections Suitable For Wind Speed 47M/Sec. With Head Frame, Luminaries Carriage Suitable To Install Upto 6 Nos. Luminaries In Symmetrical Arrangement, Lightning Finial,Along With Supply Of Accessories Required Such As Double Drum Winch, 5Mm Diameter Ss Wire Rope, Trailing Cable, Connector, Integral Power Tool Motor, Manual Handle, Junction Box Etc. (Supply Of Bottom Mcbs, Top Junction Box, Top Distribution Cable For Light Fixture And Cables From Panel To The Base Of The Mast Shall Not Be In Our Scope) Make: Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply, Installation, Testing And Commisioning Of Foundation Bolts For 20Mtr High Mast Manufactured From Special Steel Along With Nuts, Washers, Anchor Plate And Suitable Template Complete As Required And Directed By Engineer Incharge. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply, Installation, Testing And Commisioning Of Foundation Bolts For 9Mtr And 12.5Mtr High Mast Manufactured From Special Steel Along With Nuts, Washers, Anchor Plate And Suitable Template Complete As Required And Directed By Engineer Incharge. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply, Installation, Testing And Commisioning Of Of Single Dome Aviation Obstruction Light Complete As Required And Directed By Engineer Incharge. Make :- Transrail, repair renovation Ispat, Vakrangee, Valmount. , Supply Installation Testing and Commissioning of Outdoor Stand Mounted Feeder Pillar With 32A Tpn Mcb Incomer, Single Dial Timer, 25A Cotactor For Automatic Switching Of Luminaries , Power Tool Control With 2 No. 9A Contactors And Raise Lower Push Button, Incoming 35 Sq.Mm And Outgoing 16 & 2.5Sq.Mm Terminals With Outgoing Mcbs 6/8 Nos. With Meter Provision.
Contract Date: May 15, 2026 Contract Value : ₹ 4.09 Crore
Government Departments No of Bidders 3
Goa View Result →
West Bengal View Result →
TenderDetail
Loading tenders