Bids Are invited for Custom Bid For Services - ---- - Erection,Installation, Commissioning Of Single Pole/Double Pole Of 11 Kv And Lt Kv Overhead/Underground Lines And Transformers By Completeing Following Works/Jobs As Per Respo Drawings/Estimate Wi
Tender Overview
Project Description
Bids Are invited for Custom Bid For Services - ---- - Erection,Installation, Commissioning Of Single Pole/Double Pole Of 11 Kv And Lt Kv Overhead/Underground Lines And Transformers By Completeing Following Works/Jobs As Per Respo Drawings/Estimate With All Required Materials.Work Includes All Cartage, Carriage, Of Including Received Back Material. T&P, Raw Materials And Any Other Material/Work Which Is Required For Completion Of Said Work But Not Mentioned In This Boq/Estimate. , Carriage Of 8.5 Mtr Long Pcc Pole From 132 Kv Store Center Mathura To Site Of Work Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. (Distance 00-70 Kms.) , Carriage Of Line Material I.E. Conductor, G.I. Wire Tpmo Stay Rod, Disc Insulator, Cross Arm, Angle Channel And Other Required Material From Store Center At 132 Kv Substation Mathura To The Site Of Work Including Loading And Unloading Of Material At Both Ends. , Erection Of Single Pole Structure 8.5 Mtrs Long Pcc Pole By Digging Of Pits Fitting Of All Relevant Accessories With Grouting In Ratio 1:4:8 Cement, Sand And Brick Ballast As Per Standard Norms. (Grouting Material Will Be Provided By Contractor) As Per Respo Norms. , Erection Of Double Pole Structure 8.5 Mtrs Long Pcc Pole By Digging Of Pits Fitting Of All Relevant Accessories With Grouting In Ratio 1:4:8 Cement, Sand And Brick Ballast As Per Standard Norms. (Grouting Material Will Be Provided By Contractor) As Per Respo Norms. , Mounting Of 250 Kva Transformer On The Double Pole Structures And Connections Thereof (Including Carriage Of Transformer From Store Centre, Mathura To Site Of Work With Loading & Unloading At Both Ends) , Construction Of Section Pole/T Pole For L.T./H.T. Line On The Erected Pole As Per Respo Manual And As Per Direction Of Supervising Engineer. It Including The Cost Of All Labour, T&P, Etc. Required For Proper Completion Of Work. , Installation Of Stay Set With Grouting And Nuzzling Etc. As Per Respo Drawing Along With All Routine Material To Be Used For Such Works. , Earthing Of Poles By Fixing Earthing Rods And Binding With Earth Wire As Per Standard Norms Including Cost Of Labour T&P And Required Material For Such Work. , Laying, Sagging Stringing And Binding Of Acsr Weasel Conductor On The Erected Pcc Pole/Stp Including Jumpering As Per Respo Manual. , Laying, Sagging Stringing And Binding Of Arial Bunch Conductor Size 3X120 Sqmm On The Erected Pcc Pole/Stp Including Jumpering As Per Respo Manual. , Installation Of Lt Incomming Pannel With Metering Equipment & Fixing Arrengment Including The Cost Of Accessories (Nut & Bolt, Pvc Tape Etc.) Required For Proper Completion Of Work Also Provided By The Contractor. (Including Carriage From Store Center Mathura To Site Of Work.) , Installation Of Henley Type Tailless Unit Protection Cubicle Pannel 500A, 650V For 250 Kva Dt Including The Cost Of Accessories (Nut & Bolt, Pvc Tape Etc.) Required For Proper Completion Of Work Also Provided By The Contractor. (Including Carriage From Store Center Mathura To Site Of Work.) , Installation Of With 4 Core Lt Mccb With Box Including The Cost Of Accessories (Nut & Bolt, Pvc Tape Etc.) Required For Proper Completion Of Work Also Provided By The Contractor. (Including Carriage From Store Center Mathura To Site Of Work.) , Installation Of 11 Kv Fuse Set As Per Respo Norms , Providing & Fixing Of Lt Cl With Nut & Bolt As Per Direction Of Supervising Engineer. , Providing & Fixing Of Suspention Cl With Nut & Bolt As Per Direction Of Supervising Engineer. , Providing & Fixing Of I Hook With I Bolt As Per Direction Of Supervising Engineer. , Providing & Fixing Of Dead End Cl As Per Direction Of Supervising Engineer. , Providing & Fixing Of Distribution Box With Cl As Per Direction Of Supervising Engineer. , Providing & Fixing Of Piercing Connector As Per Direction Of Supervising Engineer. , Providing & Fixing Of Piercing Connector As Per Direction Of Supervising Engineer. , Construction Of Plinth Of 250 Kva T/F Size 5X5x4 Above Ground Level And One. Ft. Below The Ground Level Of 9 After Excavation Of 4 Earth Brick Ballast Shall Be Provided And Hammering Will Be Done Properly. After That A Retaining Wall Of 9 Width By First Class Brick In Ratio 1:4 Of Cement And Sand Shall Be Made. The Earth Shall Be Filled Up To One Ft. Below The Top Of The Plinth. After This Brick Ballast Shall Be Provided Upto 6 From The Earth Level And Proper Hammering Shall Be Done. One No. Jall Of 12 Mm. Ms Tore Shall Be Fixed In The Hollow Of Plinth And One. Ft. Thick Rcc In Ration Of Cement, Sand And Stone Ballast Shall Be Laid On The Top Of The Plinth. The 12 Mm. Thick Plastering Shall Be Done All Around The Plinth In 1:4 Ratio Of Cement And Sand. The Contractor Shall Be Responsible To Complete The Work As Per Direction Of Supervision Engineer. It Includes The Cost Of All Material, Labour, T & P, Carrier Etc. Required For Proper Completion Of Work. , Body And Nutral Earthing Of 250 Kva Tranformers By Digging Of Pit Up To Water Level Depth And Then Inserting 1-1/6 Dia Gi Pipe Of B Grade, Conforming To The Requirement Of Is Specification And Then Connecting The Top Of The Inserted Pipe And Transformer Body Through Gi Strip Of Size 50 X 6 Mm With The Help Of Nut And Bolt Or Through Gas Welding, As Per Direction Of Supervising Engineer. It Includes The Cost Of All Material, Laborer, T&P, Carrier Etc. Required For Proper Completion Of Work. , Wire Mesh Fencing With Foldable Gate Hight Minimum 06 Feet (Rate Shold Be Running Per Meter) Including Painting Of Fencing With Red Oxide And Yellow Enamel Paint And With Proper Grouting Erection And Construction Of Toe-Wall Around The Transformer Plinth Including Making Wall 9 Inch Wide & 30 Cm. Under The Ground Level And 30 Cm. Up To The Ground Level And Making Pocket Filling The Concreting For Grouting As Per Direction By Supervising Engineer And Plastering Around The Wall In Ratio 1:4 Cement And Sand (As Per Approved Gtp). All Material/Labour Will Be Arranged By The Contractor.
BOQ
| Sl. No. | Item Title | Item Description |
| 1 | Erection,Installation, Commissioning of Single Pole/Double Pole of 11 KV and LT KV Overhead/Underground Lines and Transformers By Completeing Following Works/Jobs As Per Respo Drawings/Estimate With all required Materials.Work Includes All Cartage, Carriage, of including Received Back Material. T&P, Raw Materials And Any Other Material/Work Which Is Required For Completion of Said Work But Not Mentioned In This Boq/Estimate. | Erection,Installation, Commissioning of Single Pole/Double Pole of 11 KV and LT KV Overhead/Underground Lines and Transformers By Completeing Following Works/Jobs As Per Respo Drawings/Estimate With all required Materials.Work Includes All Cartage, Carriage, of including Received Back Material. T&P, Raw Materials And Any Other Material/Work Which Is Required For Completion of Said Work But Not Mentioned In This Boq/Estimate. |
| 2 | Carriage of 8.5 Mtr Long PCC Pole from 132 KV Store Center Mathura to site of work through the Kacha and Pakka road including the work of its loading and unloading at the respective ends including the cost of arrangement of labour, T&P, carrier etc. required for proper completion of work. (Distance 00-70 Kms.) | Carriage of 8.5 Mtr Long PCC Pole from 132 KV Store Center Mathura to site of work through the Kacha and Pakka road including the work of its loading and unloading at the respective ends including the cost of arrangement of labour, T&P, carrier etc. required for proper completion of work. (Distance 00-70 Kms.) |
| 3 | Carriage of Line material i.e. conductor, G.I. wire TPMO stay rod, disc insulator, cross arm, Angle channel and other required material from Store Center at 132 KV substation Mathura to the site of work including loading and unloading of material at both ends. | Carriage of Line material i.e. conductor, G.I. wire TPMO stay rod, disc insulator, cross arm, Angle channel and other required material from Store Center at 132 KV substation Mathura to the site of work including loading and unloading of material at both ends. |
| 4 | Erection of Single pole structure 8.5 Mtrs Long PCC Pole by digging of pits fitting of all relevant accessories with grouting in ratio 1:4:8 cement, sand and brick ballast as per standard norms. (Grouting material will be provided by contractor) as per RESPO norms. | Erection of Single pole structure 8.5 Mtrs Long PCC Pole by digging of pits fitting of all relevant accessories with grouting in ratio 1:4:8 cement, sand and brick ballast as per standard norms. (Grouting material will be provided by contractor) as per RESPO norms. |
| 5 | Erection of Double pole structure 8.5 Mtrs Long PCC Pole by digging of pits fitting of all relevant accessories with grouting in ratio 1:4:8 cement, sand and brick ballast as per standard norms. (Grouting material will be provided by contractor) as per RESPO norms. | Erection of Double pole structure 8.5 Mtrs Long PCC Pole by digging of pits fitting of all relevant accessories with grouting in ratio 1:4:8 cement, sand and brick ballast as per standard norms. (Grouting material will be provided by contractor) as per RESPO norms. |
| 6 | Mounting of 250 KVA Transformer on the Double pole Structures and connections thereof (including Carriage of Transformer from Store Centre, Mathura to site of work with loading & unloading at both ends) | Mounting of 250 KVA Transformer on the Double pole Structures and connections thereof (including Carriage of Transformer from Store Centre, Mathura to site of work with loading & unloading at both ends) |
| 7 | Construction of Section pole/“T” pole for L.T./H.T. line on the erected pole as per RESPO manual and as per direction of supervising engineer. It including the cost of all labour, T&P, etc. required for proper completion of work. | Construction of Section pole/“T” pole for L.T./H.T. line on the erected pole as per RESPO manual and as per direction of supervising engineer. It including the cost of all labour, T&P, etc. required for proper completion of work. |
| 8 | Installation of stay set with grouting and nuzzling etc. as per RESPO drawing along with all routine material to be used for such works. | Installation of stay set with grouting and nuzzling etc. as per RESPO drawing along with all routine material to be used for such works. |
| 9 | Earthing of poles by fixing earthing rods and binding with earth wire as per standard norms including cost of labour T&P and required material for such work. | Earthing of poles by fixing earthing rods and binding with earth wire as per standard norms including cost of labour T&P and required material for such work. |
| 10 | Laying, sagging stringing and binding of ACSR Weasel Conductor on the erected PCC pole/STP including jumpering as per RESPO manual. | Laying, sagging stringing and binding of ACSR Weasel Conductor on the erected PCC pole/STP including jumpering as per RESPO manual. |
| 11 | Laying, sagging stringing and binding of Arial Bunch Conductor size 3x120 sqmm on the erected PCC pole/STP including jumpering as per RESPO manual. | Laying, sagging stringing and binding of Arial Bunch Conductor size 3x120 sqmm on the erected PCC pole/STP including jumpering as per RESPO manual. |
| 12 | Installation of LT Incomming Pannel with metering equipment & fixing arrengment including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) | Installation of LT Incomming Pannel with metering equipment & fixing arrengment including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) |
| 13 | Installation of Henley Type Tailless unit protection Cubicle Pannel 500A, 650V for 250 KVA DT including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) | Installation of Henley Type Tailless unit protection Cubicle Pannel 500A, 650V for 250 KVA DT including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) |
| 14 | Installation of with 4 Core LT MCCB with Box including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) | Installation of with 4 Core LT MCCB with Box including the cost of accessories (Nut & Bolt, PVC Tape etc.) required for proper completion of work also provided by the contractor. (including carriage from Store Center Mathura to Site of work.) |
| 15 | Installation of 11 KV Fuse Set as per RESPO Norms | Installation of 11 KV Fuse Set as per RESPO Norms |
| 16 | Providing & Fixing of LT Clamp with Nut & Bolt as per direction of supervising engineer. | Providing & Fixing of LT Clamp with Nut & Bolt as per direction of supervising engineer. |
| 17 | Providing & Fixing of Suspention Clamp with Nut & Bolt as per direction of supervising engineer. | Providing & Fixing of Suspention Clamp with Nut & Bolt as per direction of supervising engineer. |
| 18 | Providing & Fixing of I Hook with I Bolt as per direction of supervising engineer. | Providing & Fixing of I Hook with I Bolt as per direction of supervising engineer. |
| 19 | Providing & Fixing of Dead end Clamp as per direction of supervising engineer. | Providing & Fixing of Dead end Clamp as per direction of supervising engineer. |
| 20 | Providing & Fixing of Distribution Box with Clamp as per direction of supervising engineer. | Providing & Fixing of Distribution Box with Clamp as per direction of supervising engineer. |
| 21 | Providing & Fixing of Piercing Connector as per direction of supervising engineer. | Providing & Fixing of Piercing Connector as per direction of supervising engineer. |
| 22 | Providing & Fixing of Piercing Connector as per direction of supervising engineer. | Providing & Fixing of Piercing Connector as per direction of supervising engineer. |
| 23 | Construction of plinth of 250 KVA T/f size 5’x5’x4’ above ground level and one. Ft. below the ground level of 9’’ after excavation of 4 earth brick ballast shall be provided and hammering will be done properly. After that a retaining wall of 9 width by first class brick in ratio 1:4 of cement and sand shall be made. The earth shall be filled up to one ft. below the top of the plinth. after this brick ballast shall be provided upto 6 from the earth level and proper hammering shall be done. One No. Jall of 12 mm. MS tore shall be fixed in the hollow of plinth and one. Ft. thick RCC in ration of cement, sand and stone ballast shall be laid on the top of the plinth. The 12 mm. thick plastering shall be done all around the plinth in 1:4 ratio of cement and sand. The contractor shall be responsible to complete the work as per direction of Supervision Engineer. It includes the cost of all material, labour, T & P, carrier etc. required for proper completion of work. | Construction of plinth of 250 KVA T/f size 5’x5’x4’ above ground level and one. Ft. below the ground level of 9’’ after excavation of 4 earth brick ballast shall be provided and hammering will be done properly. After that a retaining wall of 9 width by first class brick in ratio 1:4 of cement and sand shall be made. The earth shall be filled up to one ft. below the top of the plinth. after this brick ballast shall be provided upto 6 from the earth level and proper hammering shall be done. One No. Jall of 12 mm. MS tore shall be fixed in the hollow of plinth and one. Ft. thick RCC in ration of cement, sand and stone ballast shall be laid on the top of the plinth. The 12 mm. thick plastering shall be done all around the plinth in 1:4 ratio of cement and sand. The contractor shall be responsible to complete the work as per direction of Supervision Engineer. It includes the cost of all material, labour, T & P, carrier etc. required for proper completion of work. |
| 24 | Body and Nutral Earthing of 250 KVA Tranformers by digging of pit up to water level depth and then inserting 1-1/6” dia GI pipe of “B” grade, conforming to the requirement of IS specification and then connecting the top of the inserted pipe and transformer body through GI strip of size 50 x 6 mm with the help of nut and bolt or through gas welding, as per direction of supervising engineer. It includes the cost of all material, laborer, T&P, carrier etc. required for proper completion of work. | Body and Nutral Earthing of 250 KVA Tranformers by digging of pit up to water level depth and then inserting 1-1/6” dia GI pipe of “B” grade, conforming to the requirement of IS specification and then connecting the top of the inserted pipe and transformer body through GI strip of size 50 x 6 mm with the help of nut and bolt or through gas welding, as per direction of supervising engineer. It includes the cost of all material, laborer, T&P, carrier etc. required for proper completion of work. |
| 25 | Wire Mesh Fencing with foldable Gate hight minimum 06 feet (Rate shold be running per meter) including painting of Fencing with Red Oxide and Yellow enamel paint and with proper grouting Erection and construction of Toe-wall around the transformer plinth including making wall 9 inch wide & 30 cm. under the ground level and 30 cm. up to the ground level and making pocket Filling the concreting for grouting as per direction by supervising engineer and plastering around the wall in ratio 1:4 cement and sand (as per approved GTP). All material/labour will be arranged by the contractor. | Wire Mesh Fencing with foldable Gate hight minimum 06 feet (Rate shold be running per meter) including painting of Fencing with Red Oxide and Yellow enamel paint and with proper grouting Erection and construction of Toe-wall around the transformer plinth including making wall 9 inch wide & 30 cm. under the ground level and 30 cm. up to the ground level and making pocket Filling the concreting for grouting as per direction by supervising engineer and plastering around the wall in ratio 1:4 cement and sand (as per approved GTP). All material/labour will be arranged by the contractor. |
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