Power Government Departments Closing in 7 days TDR #56400002

Tender For Various Works Related To The Shifting And Strengthening Of Power Lines For The Public Works DepartmentS Expansion Project—Executed On A Semi-Turnkey Basis Under The Full Deposit Scheme—Along With Other Related Tasks.

Issued by Government Departments · Aligarh, Uttar Pradesh
Tender Value
1.19 Crore
Estimated cost
Bid Submission
20 Jul 2026
7 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Various Works Related To The Shifting And Strengthening Of Power Lines For The Public Works DepartmentS Expansion Project—Executed On A Semi-Turnkey Basis Under The Full Deposit Scheme—Along With Other Related Tasks.- 1 Stp Pole 11 Mtr.Long 2 Stp Pole 13 Mtr.Long Sp -72 3 Stp Pole 9 Mtr.Long 4 V-Type Steel Cross Arm For 33 Kv 5 V-Type Cross Arm 11 Kv 6 11 Kv V-Type Cross Arm Clamp 7 11 Kv Pin Insulator Polymer 8 11 Kv Pin Insulator With Pin 9 11 Kv Disc Insulator With Fitting 10 33 Kv Pin Insulator With Pin 11 33 Kv Pin With Nut 12 33 Kv Disc Insulator B&S Type 7000 Kg 13 33 Kv Disc Fitting For Dog 7000 Kg 14 F Bracket 33 Kv Line 15 F Bracket 11 Kv Line 16 Acsr Dog Conductor 17 Acsr Weasel Conductor 18 11 Kv Xlpe Cable 3X185 Sq.Mm 19 Cable Box O/D 3X185 Sq.Mm. For Xlpe 11 Kv 20 Earthing Complete 21 Stay Complete With Grouting 33 Kv Line 22 Stay Complete 23 Distribution Box 3 Phase 24 11 Kv Fuse Set 25 Lt Abc Cable (3X95+1X70+1X16) Sq.Mm. 26 Lt Abc Cable (3X120+1X95+1X16) Sq.Mm. 27 11 Kv Tpmo Complete 28 Stone Pad 300X300X75Mm 29 V-Type Steel Cross Arm Clamp For 33 Kv 30 T-Off Channel 31 T-Off Channel Clamp 32 Nut Bolt & Washer 33 Danger Board With Clamp & Nb 34 Barbed Wire Gi 35 Number Plat With Clamp 36 Alluminium Binding Wire 37 Alluminium Paint 38 Red Oxide 39 Concreating Of Pole 40 Top Channel 125X65 Mm 3200 Mm With Clamps 41 Top Channel 100X50X2240 Mm2 Nos Clamps 42 M.S. Angle 65X65X6 Bracing With 4 Nos. Clamp 33 Kv 43 M.S. Angle 65X65X6 Bracing With 4 Nos. Clamp 11 Kv 44 Concreting Of Stay 45 Pg Clamp For Dog Conductor 46 Pg Clamp For Conductor 47 E Bracket For 11 Kv 48 Clamp For Top Channel 49 Top Channel 50 Clamp With Nut & Bult For Top Dropper 51 Dropper Channel 52 Suspension Clamp 53 Eye Hook 54 J Hook 55 Dead End Clamp 56 Distribution Box Clamp 57 T/F Base Angle 58 Holding Clamp 59 Lt Insulator Pearsing Conector 60 Lt Clamp With N&B 61 Lt Fuse Set For 25 Kva With Smc Box Complete 62 Lt Fuse Set 63 Kva With Smc Box Complete 63 Lt Fuse Set For 100 Kva With Smc Box Complete 64 Lt Pvc Cable 4X16 Sq.Mm. 65 Lt Pvc Cable 3.5X70/35 Sq.Mm. 66 Lt Pvc Cable 3.5X150/70 Sq.Mm. 67 Lt Incoming Panel With Metering Equipment & Fixing Arrangement Ls 68 Copper L-Piece 50X225X10Mm (L.S) 69 Copper L-Piece 62X225X12Mm (L.S) 70 Lt Pvc Cable Al3.5X400 Sq Mm 71 Lt Pvc Cable Al1X400 Sq Mm 72 Lt Pvc Cable Al1X240 Sq Mm 73 Al Leg Long Barrel Off Size (Ls) 74 4 Core Lt Mcb With Box (Ls) 75 Neutral Cum Earth Wire 76 Construction Of Distribution Transformers Plinth Of Size 5’X5X4’ Above Ground Level And One Ft. Below The Ground Level Of 9”. After Excavation Of 4” Earth, Brick Ballast Shall Be Provided And Rammering 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 Up To 6” From The Earth Level And Proper Rammering Shall Be Done. One No. Jall Of 12 Mm M.S. Tor Shall Be Fixed In The Hollow Of Plinth And One Ft. Thick Rcc In Ratio 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 Supervising Engineer. It Including The Cost Of All Material, Labour T&P, Carrier Etc. Required For Proper Completion Of Work. 77 Body And Neutral Earthing Of Distribution Transformers Installed By Digging Of Pit Up To Water Level Depth (Approx. 100’) And Then Inserting 1-1/4\ Dia G.I. 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 50X6 Mm With The Help Of Nut And Bolt Or Through Gas Welding, As Per Direction Of Supervising Engineer Including The Cost Of Arrangement Of All Material, Labourer, T&P, Carrier Etc. Required For Proper Completion Of Work. 78 Fabrication & Erection Of Fencing And Construction Of Retaining Wall Around Of Transformers.The Complete 11/0.4 Kv Substation Shall Be Provided With Two Meter Height Fencing And Retaining Wall Around The Substation. One No. Gate With Proper Locking Arrangement For Entry Of Personnel Shall Also Be Provided. The Fencing Shall Be Made Of 50X25 Mm X10 Swg Rectangular Welded Mesh Of Wire Mesh In Length. Wire Mesh Shall Be Fixed On Panels Made Of 50X50X6 Mm M.S. Angle. The Wire Mesh On Panels Will Be Supported By 25X3 Mm M.S. Flat On All The Bracings Diagonally And 50X6 M.S. Flat Horizontally At The Center Of The Panel. The Panel Will Be Joined By Bolts & Nuts Of Appropriate Size With Each Other And On The Main Support On Corners Including Supply Of All Material, Labour, Carrier And T & P Etc. Required For Proper Completion Of Work. The Painting Of Complete Fencing Shall Also Be Done With One Coat Of Red Oxide Primer And Two Coat Of Synthetic Green Paint. For Construction Of Retaining Wall Around The Fencing, Excavation Of Earth Shall Be Done In Foundation In Ordinary Soil Including Disposal Of Surplus Earth At Some Suitable Distance. The Dimension Of Excavation Shall Be 1M Wide, 0.45 M Deep And Suitable Length As Per Wire Mesh. After Excavation Of Earth A Cement Concreted Pad Shall Be Laid In Foundation. Concreting Shall Be Done With Ist Class Brick Ballast, Coarse Sand And Cement In Proportion Of 8:4:1. First Class Brickwork Shall Also Be Done In Foundation And Super Structure In 1:6 Cement And Coarse Sand Including Necessary Cutting And Moulding Of Bricks In Foundation Depth Of Wall 0.30 M, Thickness Of Wall 0.35 M & Superstructure Brick Work Thickness Of Wall 0.23 M & Depths 0.30 M Including Supply Of All Material, Labour, Carrier And T & P Etc. Required For Proper Completion Of Work. 79 Dismantling And Removal Of Existing Following Materials From The Various Area Preparing Their Coils And Then Stacking In The Respective Je’S (Store)/Store Center Aligarh As Per Direction Of Supervising Engineer. It Includes The Work Of Cartage, Cost Of Labour, T&P Carrier Etc. Required For Proper Completion Of Work.

BOQ

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Sl. No. Item Description
1STP Pole 11 Mtr.Long
2STP Pole 13 Mtr.Long SP -72
3STP Pole 9 Mtr.Long
4V-Type steel Cross Arm for 33 KV
5V-Type Cross Arm 11 KV
611 KV V-Type Cross Arm Clamp
711 KV Pin Insulator Polymer
811 KV Pin Insulator with Pin
911 KV Disc Insulator with Fitting
1033 KV Pin Insulator with pin
1133 KV Pin with Nut
1233 KV Disc Insulator B&S type 7000 kg
1333 KV Disc Fitting for Dog 7000 kg
14F Bracket 33 KV Line
15F Bracket 11 KV Line
16ACSR Dog Conductor
17ACSR Weasel Conductor
1811 KV XLPE Cable 3x185 sq.mm
19Cable Box O/D 3x185 Sq.mm. for XLPE 11 KV
20Earthing Complete
21Stay Complete With Grouting 33 KV Line
22Stay Complete
23Distribution Box 3 Phase
2411 KV Fuse Set
25LT ABC Cable (3x95+1X70+1x16) Sq.mm.
26LT ABC Cable (3x120+1X95+1x16) Sq.mm.
2711 KV TPMO Complete
28Stone Pad 300x300x75mm
29V-Type steel Cross Arm Clamp for 33 KV
30T-Off Channel
31T-Off Channel Clamp
32Nut Bolt & Washer
33Danger Board with Clamp & NB
34Barbed Wire GI
35Number Plat With Clamp
36Alluminium Binding Wire
37Alluminium Paint
38Red Oxide
39Concreating Of Pole
40Top Channel 125x65 mm 3200 mm with Clamps
41Top Channel 100x50x2240 mm2 Nos Clamps
42M.S. Angle 65x65x6 Bracing With 4 Nos. Clamp 33 KV
43M.S. Angle 65x65x6 Bracing With 4 Nos. Clamp 11 KV
44CONCRETING OF STAY
45PG Clamp For dog Conductor
46PG Clamp For Conductor
47E Bracket For 11 KV
48Clamp for Top Channel
49Top Channel
50Clamp With Nut & Bult For Top Dropper
51Dropper Channel
52Suspension Clamp
53EYE Hook
54J Hook
55Dead End Clamp
56Distribution Box Clamp
57T/F Base Angle
58Holding Clamp
59LT Insulator Pearsing Conector
60LT Clamp with N&B
61LT Fuse Set for 25 KVA With SMC Box complete
62LT Fuse Set 63 KVA With SMC Box complete
63LT Fuse Set For 100 KVA With SMC Box complete
64LT PVC Cable 4x16 Sq.mm.
65LT PVC Cable 3.5x70/35 Sq.mm.
66LT PVC Cable 3.5x150/70 Sq.mm.
67LT Incoming panel with metering equipment & fixing arrangement LS
68Copper L-piece 50x225x10mm (L.S)
69Copper L-piece 62x225x12mm (L.S)
70LT PVC Cable AL3.5x400 sq mm
71LT PVC Cable AL1x400 sq mm
72LT PVC Cable AL1x240 sq mm
73AL Leg long barrel off Size (LS)
744 Core LT MCB with box (LS)
75Neutral cum Earth Wire
76Construction of distribution Transformers Plinth of size 5’x5x4’ above ground level and one ft. below the ground level of 9”. After excavation of 4” earth, brick ballast shall be provided and rammering 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 up to 6” from the earth level and proper rammering shall be done. One No. jall of 12 mm M.S. tor shall be fixed in the hollow of plinth and one ft. thick RCC in ratio 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 Supervising Engineer. It including the cost of all material, labour T&P, carrier etc. required for proper completion of work.
77Body and neutral earthing of distribution Transformers installed by digging of pit up to water level depth (approx. 100’) and then inserting 1-1/4\\" dia G.I. 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 50x6 mm with the help of nut and bolt or through gas welding, as per direction of supervising engineer including the cost of arrangement of all material, labourer, T&P, carrier etc. required for proper completion of work.
78FABRICATION & ERECTION OF FENCING AND CONSTRUCTION OF RETAINING WALL AROUND OF TRANSFORMERS.The complete 11/0.4 KV Substation shall be provided with two meter height fencing and retaining wall around the substation. One No. Gate with proper locking arrangement for entry of personnel shall also be provided. The fencing shall be made of 50x25 mm x10 SWG rectangular welded mesh of wire mesh in length. Wire mesh shall be fixed on panels made of 50x50x6 mm M.S. Angle. The wire mesh on panels will be supported by 25x3 mm M.S. flat on all the bracings diagonally and 50x6 M.S. Flat horizontally at the center of the panel. The panel will be joined by bolts & nuts of appropriate size with each other and on the main support on corners including supply of all material, labour, carrier and T & P etc. required for proper completion of work. The painting of complete fencing shall also be done with one coat of red oxide primer and two coat of synthetic green paint. For construction of retaining wall around the fencing, excavation of earth shall be done in foundation in ordinary soil including disposal of surplus earth at some suitable distance. The dimension of excavation shall be 1m wide, 0.45 m deep and suitable length as per wire mesh. After excavation of earth a cement concreted pad shall be laid in foundation. Concreting shall be done with Ist class brick ballast, coarse sand and cement in proportion of 8:4:1. First class brickwork shall also be done in foundation and super structure in 1:6 Cement and coarse sand including necessary cutting and moulding of bricks in foundation depth of wall 0.30 m, thickness of wall 0.35 m & superstructure brick work thickness of wall 0.23 m & depths 0.30 m including supply of all material, labour, carrier and T & P etc. required for proper completion of work.
79Dismantling and removal of existing following materials from the various area preparing their coils and then stacking in the respective JE’s (Store)/Store Center Aligarh as per direction of Supervising Engineer. It includes the work of cartage, cost of labour, T&P carrier etc. required for proper completion of work.
80ACSR Conductor (Scrap)
81Iron Scrap
82LT ABC Cable (Scrap) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56400002
AUTHORITY Government Departments
TENDER VALUE 1.19 Crore
LAST DATE 20-07-2026
Authority
Authority Name Dakshinanchal Vidyut Vitran Nigam Limited
Work Description Tender For Various Works Related To The Shifting And Strengthening Of Power Lines For The Public Works DepartmentS Expansion Project—Executed On A Semi-Turnkey Basis Under The Full Deposit Scheme—Along With Other Related Tasks.- 1 Stp Pole 11 Mtr.Long 2 Stp Pole 13 Mtr.Long Sp -72 3 Stp Pole 9 Mtr.Long 4 V-Type Steel Cross Arm For 33 Kv 5 V-Type Cross Arm 11 Kv 6 11 Kv V-Type Cross Arm Clamp 7 11 Kv Pin Insulator Polymer 8 11 Kv Pin Insulator With Pin 9 11 Kv Disc Insulator With Fitting 10 33 Kv Pin Insulator With Pin 11 33 Kv Pin With Nut 12 33 Kv Disc Insulator B&S Type 7000 Kg 13 33 Kv Disc Fitting For Dog 7000 Kg 14 F Bracket 33 Kv Line 15 F Bracket 11 Kv Line 16 Acsr Dog Conductor 17 Acsr Weasel Conductor 18 11 Kv Xlpe Cable 3X185 Sq.Mm 19 Cable Box O/D 3X185 Sq.Mm. For Xlpe 11 Kv 20 Earthing Complete 21 Stay Complete With Grouting 33 Kv Line 22 Stay Complete 23 Distribution Box 3 Phase 24 11 Kv Fuse Set 25 Lt Abc Cable (3X95+1X70+1X16) Sq.Mm. 26 Lt Abc Cable (3X120+1X95+1X16) Sq.Mm. 27 11 Kv Tpmo Complete 28 Stone Pad 300X300X75Mm 29 V-Type Steel Cross Arm Clamp For 33 Kv 30 T-Off Channel 31 T-Off Channel Clamp 32 Nut Bolt & Washer 33 Danger Board With Clamp & Nb 34 Barbed Wire Gi 35 Number Plat With Clamp 36 Alluminium Binding Wire 37 Alluminium Paint 38 Red Oxide 39 Concreating Of Pole 40 Top Channel 125X65 Mm 3200 Mm With Clamps 41 Top Channel 100X50X2240 Mm2 Nos Clamps 42 M.S. Angle 65X65X6 Bracing With 4 Nos. Clamp 33 Kv 43 M.S. Angle 65X65X6 Bracing With 4 Nos. Clamp 11 Kv 44 Concreting Of Stay 45 Pg Clamp For Dog Conductor 46 Pg Clamp For Conductor 47 E Bracket For 11 Kv 48 Clamp For Top Channel 49 Top Channel 50 Clamp With Nut & Bult For Top Dropper 51 Dropper Channel 52 Suspension Clamp 53 Eye Hook 54 J Hook 55 Dead End Clamp 56 Distribution Box Clamp 57 T/F Base Angle 58 Holding Clamp 59 Lt Insulator Pearsing Conector 60 Lt Clamp With N&B 61 Lt Fuse Set For 25 Kva With Smc Box Complete 62 Lt Fuse Set 63 Kva With Smc Box Complete 63 Lt Fuse Set For 100 Kva With Smc Box Complete 64 Lt Pvc Cable 4X16 Sq.Mm. 65 Lt Pvc Cable 3.5X70/35 Sq.Mm. 66 Lt Pvc Cable 3.5X150/70 Sq.Mm. 67 Lt Incoming Panel With Metering Equipment & Fixing Arrangement Ls 68 Copper L-Piece 50X225X10Mm (L.S) 69 Copper L-Piece 62X225X12Mm (L.S) 70 Lt Pvc Cable Al3.5X400 Sq Mm 71 Lt Pvc Cable Al1X400 Sq Mm 72 Lt Pvc Cable Al1X240 Sq Mm 73 Al Leg Long Barrel Off Size (Ls) 74 4 Core Lt Mcb With Box (Ls) 75 Neutral Cum Earth Wire 76 Construction Of Distribution Transformers Plinth Of Size 5’X5X4’ Above Ground Level And One Ft. Below The Ground Level Of 9”. After Excavation Of 4” Earth, Brick Ballast Shall Be Provided And Rammering 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 Up To 6” From The Earth Level And Proper Rammering Shall Be Done. One No. Jall Of 12 Mm M.S. Tor Shall Be Fixed In The Hollow Of Plinth And One Ft. Thick Rcc In Ratio 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 Supervising Engineer. It Including The Cost Of All Material, Labour T&P, Carrier Etc. Required For Proper Completion Of Work. 77 Body And Neutral Earthing Of Distribution Transformers Installed By Digging Of Pit Up To Water Level Depth (Approx. 100’) And Then Inserting 1-1/4\ Dia G.I. 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 50X6 Mm With The Help Of Nut And Bolt Or Through Gas Welding, As Per Direction Of Supervising Engineer Including The Cost Of Arrangement Of All Material, Labourer, T&P, Carrier Etc. Required For Proper Completion Of Work. 78 Fabrication & Erection Of Fencing And Construction Of Retaining Wall Around Of Transformers.The Complete 11/0.4 Kv Substation Shall Be Provided With Two Meter Height Fencing And Retaining Wall Around The Substation. One No. Gate With Proper Locking Arrangement For Entry Of Personnel Shall Also Be Provided. The Fencing Shall Be Made Of 50X25 Mm X10 Swg Rectangular Welded Mesh Of Wire Mesh In Length. Wire Mesh Shall Be Fixed On Panels Made Of 50X50X6 Mm M.S. Angle. The Wire Mesh On Panels Will Be Supported By 25X3 Mm M.S. Flat On All The Bracings Diagonally And 50X6 M.S. Flat Horizontally At The Center Of The Panel. The Panel Will Be Joined By Bolts & Nuts Of Appropriate Size With Each Other And On The Main Support On Corners Including Supply Of All Material, Labour, Carrier And T & P Etc. Required For Proper Completion Of Work. The Painting Of Complete Fencing Shall Also Be Done With One Coat Of Red Oxide Primer And Two Coat Of Synthetic Green Paint. For Construction Of Retaining Wall Around The Fencing, Excavation Of Earth Shall Be Done In Foundation In Ordinary Soil Including Disposal Of Surplus Earth At Some Suitable Distance. The Dimension Of Excavation Shall Be 1M Wide, 0.45 M Deep And Suitable Length As Per Wire Mesh. After Excavation Of Earth A Cement Concreted Pad Shall Be Laid In Foundation. Concreting Shall Be Done With Ist Class Brick Ballast, Coarse Sand And Cement In Proportion Of 8:4:1. First Class Brickwork Shall Also Be Done In Foundation And Super Structure In 1:6 Cement And Coarse Sand Including Necessary Cutting And Moulding Of Bricks In Foundation Depth Of Wall 0.30 M, Thickness Of Wall 0.35 M & Superstructure Brick Work Thickness Of Wall 0.23 M & Depths 0.30 M Including Supply Of All Material, Labour, Carrier And T & P Etc. Required For Proper Completion Of Work. 79 Dismantling And Removal Of Existing Following Materials From The Various Area Preparing Their Coils And Then Stacking In The Respective Je’S (Store)/Store Center Aligarh As Per Direction Of Supervising Engineer. It Includes The Work Of Cartage, Cost Of Labour, T&P Carrier Etc. Required For Proper Completion Of Work.
Basic Detail
Tender No EDC2A-01/2026-27
Bidding Type Tender
Location
City Aligarh
State Uttar Pradesh
Key Dates
Publish Date 09 Jul 2026
Submission Date 20 Jul 2026
Open Date 20 Jul 2026
Finance
Tender Value 1.19 Crore
Tender Fee 5900
EMD 1.20 Lakhs
Exemption Not Available
Document List
395ab1e6-fa7e-45b7-8fcc-70f75efbba87.html
BOQ_2189615.xls
Doc01.rar
Tendernotice_1.pdf

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Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Jul 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

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