Rural Development Government Departments Closing in 12 days TDR #58024907

Tender For Shifting Of 3P 3W 11Kv Line At Kangula Due To Construction Of H.L. Bridge Over Lingara River On Angul Mahidharpur Pwd Road (Godisahi To Khamar Bauligarh R.D. Road) Under Bantala Section

Issued by Government Departments · Sambalpur, Odisha
Tender Value
11.43 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
12 days left
EMD
11439
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Shifting Of 3P 3W 11Kv Line At Kangula Due To Construction Of H.L. Bridge Over Lingara River On Angul Mahidharpur Pwd Road (Godisahi To Khamar Bauligarh R.D. Road) Under Bantala Section

BOQ

Name of Work:- SHIFTING OF 3P 3W 11KV LINE AT KANGULA DUE TO CONSTRUCTION OF H.L. BRIDGE OVER LINGARA RIVER ON ANGUL MAHIDHARPUR PWD ROAD (GODISAHI TO KHAMAR BAULIGARH R.D. ROAD) UNDER BANTALA SECTION
Sl. No. Item Description
1WPB (GI) Pole 160x152 (11Mtr. Long, 30.44KG/Mtr.)-DP(Total Pole Weight with Base Plate & Stiffner=334.84 KG+10.74 KG= 345.58 KG)
2Top Channel(GI) 100X50X6mm, 9.56 KG/Mtr., each Channel(GI) length 2.3 mtr., 2 no's Channel(GI) required =( 2x9.56x2.3)
3Fish Plate(GI) 50x6 mm., 2.36 kg/Mtr., each 0.280 mtr. length, 6 no's required = (6x2.36x0.280)
4Double Pole Belting Channel(GI) 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 1.66 Mtr., 4 no's Channel(GI) required =( 7.14x1.66x4)
550x50x6mm.GI Bracing Angle(GI), 4.5Kg./mtr., each Angle(GI) length 2.671 mtr., 4 nos Angle(GI) required = (4.5x2.671x4)
6Danger Plate, 2 no's.
7Back Clamp for danger Plate 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 2 no's = (2x0.59x0.510)
8H.T. Stay clamp, 50x8 mm. Flat(GI), 3.14Kg/Mtr., 0.551 Mtr. Length, 2 no's qty. required ( 1 Pair)
9H.T. Stay set (Complete )
10H.T. Stay Insulator Type-C
117/10 SWG Stay Wire 15kg /stay
12Gi Pipe Earthing 40mm. 3 Mtr. Long
1350x6mm Flat(GI) for earthing, 2.36kg/mtr., (2.5 mtr. For mesh formation and 2.5 mtr. For raising)= 5x2.36
14GI barbed wire anticlimbing device 3 Kg. Per support, 2 no's qty. required =(2x3kg)
15Back Clamp for anticlimbing device 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 8 no's = (8x0.59x0.510)
1611 KV pin insulator polymer
17H W fitting(B&S) 70KN, 3Bolt
18Disc insulator (B&S) 70 KN polymer
19NON METALLIC TIES -11KV 55SQMM CVRD AAAC
20IPC for 55 sq.mm AAA conductor (For covered conductor)-11kV
21Spike (GI ) (using 50x6mm Flat(GI) welded with 8 mm square bar) ( 2 Nos of spike per Set in each Pole )
22GI Nut , Bolt & Washer of different sizes (12.261 Kg each DP without AB Switch)
23Black Paint(GIS Numbering & Zebra Stripping)
24Yellow Colour Paint(GIS Numbering & Zebra Stripping) for Background
25Fixing of complete 11KV line Complete stay set includes 1) Turn Buckle Assembly 2) Stay Rod & Stay plate 3) Stay Insulator 4) Stay Wire.5)Stay clamps with Nuts & bolts BA will do the excvation including excvation, supply of 0.5Cum cement concrete foundation 1:2:4 size ( 500mmx500mmx800mm) using 20mm BHG metal with all labour and material as per TPCODL Drawing & Standard.
26Concreting ratio 1:1.5:3(M-20 Grade) (500mmX500mmX1800mm) = 0.45Cu.mtr(Per Pole)
27Couping ratio 1:1.5:3(M-20 Grade) with dimension (500X500X450)= 0.1125 Cu mtr(Per Pole)
28Provide necessary civil material for construction of Earthing chamber, excavation & installation of incuding earthingpipe dia up to 100mm dia for length of 3Mtr.Scope also includes necessary nutbolt, 25 Kg Bentonide Power , connection & welding with incoming earth Flat(GI). The work to be executed as per TPCODL drawing & design
29WPB (GI) Pole 160x152 (11Mtr. Long, 30.44KG/Mtr.)-DP(Total Pole Weight with Base Plate & Stiffner=334.84 KG+10.74 KG= 345.58 KG)
30Top Channel(GI) 100X50X6mm, 9.56 KG/Mtr., each Channel(GI) length 3 mtr., 2 no's Channel(GI) required =( 2x9.56x3)
31Fish Plate(GI) 50x6 mm., 2.36 kg/Mtr., each 0.280 mtr. length, 6 no's required = (6x2.36x0.280)
32AB switch Mounting Channel(GI) 75X40X4.8mm, 7.14KG/Mtr, each Channel(GI) length 3 Mtr., 2 no's Channel(GI) required =( 7.14x3x2)
33AB Switch Side Support Channel(GI) 100X50X6mm,9.56 KG/Mtr., each Channel(GI) length 0.35 mtr., 2 no's Channel(GI) required =( 9.56x2x0.35)
34Channel(GI) Support for down Pipe 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 0.8 Mtr., 1 no's Channel(GI) required =( 7.14x0.8x1)
35Double Pole Belting Channel(GI) 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 3.0 Mtr., 4 no's Channel(GI) required =( 7.14x3x4)
3650x50x6mm.GI Bracing Angle(GI), 4.5Kg./mtr., each Angle(GI) length 3.512 mtr., 4 nos Angle(GI) required = (4.5x3.512x4)
37Danger Plate, 2 no's.
38Back Clamp for danger Plate 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 2 no's = (2x0.59x0.510)
39H.T. Stay clamp, 50x8 mm. Flat(GI), 3.14Kg/Mtr., 0.551 Mtr. Length, 2 no's qty. required ( 1 Pair)
40H.T. Stay set (Complete )
41H.T. Stay Insulator Type-C
427/10 SWG Stay Wire 15kg /stay
43Gi Pipe Earthing 40mm. 3 Mtr. Long
4450x6mm Flat(GI) for earthing, 2.36kg/mtr., (12.5 Mtr. For L.A, 3 Mtr for AB Switch Body, 2.5 mtr. For mesh formation and 2.5 mtr. For raising)= 20.5x2.36
45GI barbed wire anticlimbing device 3 Kg. Per support, 2 no's qty. required =(2x3kg)
46Back Clamp for anticlimbing device 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 8 no's = (8x0.59x0.510)
47Lightning Arrester(12KV,10KA) (Station Class,class-2)
48AB Switch (11KV,400A.3pole,50Hz)
4911 KV pin insulator polymer
50H W fitting(B&S) 70KN, 3Bolt
51Disc insulator (B&S) 70 KN polymer
52NON METALLIC TIES -11KV 55SQMM CVRD AAAC
53IPC for 55 sq.mm AAA conductor (For covered conductor)-11kV
54Spike (GI ) (using 50x6mm Flat(GI) welded with 8 mm square bar) ( 2 Nos of spike per Set in each Pole )
55GI Nut , Bolt & Washer of different sizes (13.718 Kg each DP with AB Switch)
56Black Paint(GIS Numbering & Zebra Stripping)
57Yellow Colour Paint(GIS Numbering & Zebra Stripping) for Background
58Fixing of complete 11KV line Complete stay set includes 1) Turn Buckle Assembly 2) Stay Rod & Stay plate 3) Stay Insulator 4) Stay Wire.5)Stay clamps with Nuts & bolts BA will do the excvation including excvation, supply of 0.5Cum cement concrete foundation 1:2:4 size ( 500mmx500mmx800mm) using 20mm BHG metal with all labour and material as per TPCODL Drawing & Standard.
59Concreting ratio 1:1.5:3(M-20 Grade) (500mmX500mmX1800mm) = 0.45Cu.mtr(Per Pole)
60Couping ratio 1:1.5:3(M-20 Grade) with dimension ( 500X500X450)= 0.1125 Cu mtr(Per Pole)
61Provide necessary civil material for construction of Earthing chamber, excavation & installation of incuding earthingpipe dia up to 100mm dia for length of 3Mtr.Scope also includes necessary nutbolt, 25 Kg Bentonide Power , connection & welding with incoming earth Flat(GI). The work to be executed as per TPCODL drawing & design
62WPB (GI) Pole 160x152 (11Mtr. Long, 30.44KG/Mtr.)(Total Pole Weight with Base Plate & Stiffner=334.84 KG+10.74 KG= 345.58 KG)
63Straight Cross Arm 100X50X6mm, 9.56 KG/Mtr., each Channel(GI) length 1.2 mtr., 4 no's Channel(GI) required =( 4x9.56x1.2)
64Fish Plate(GI) 50x6 mm., 2.36 kg/Mtr., each 0.280 mtr. length, 16 no's required = (16x2.36x0.280)
65Straight Cross Arm 100X50X6mm, 9.56 KG/Mtr., each Channel(GI) length 0.306 mtr., 4 no's Channel(GI) required =( 4x9.56x0.306)
66Danger Plate, 1 no's.
67Back Clamp for danger Plate 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 1 no's = (1x0.59x0.510)
68GI barbed wire anticlimbing device 3 Kg. Per support
69Back Clamp for anticlimbing device 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 4 no's = (4x0.59x0.510)
7011 KV pin insulator polymer
71H W fitting(B&S) 70KN, 3Bolt
72Disc insulator (B&S) 70 KN polymer
73Earthing of Support ( Coil Type )
74No-8 GI wire (Dia 4.6mm) 0.131 KG/ Mtr.- 2 Mtr. For connecting pole with Coil earthing
75NON METALLIC TIES -11KV 55SQMM CVRD AAAC
76IPC for 55 sq.mm AAA conductor (For covered conductor)-11kV
77Spike (GI ) (using 50x6mm Flat(GI) welded with 8 mm square bar) ( 2 Nos of spike per Set in each Pole )
78H.T. Stay clamp, 50x8 mm. Flat(GI), 3.14Kg/Mtr., 0.551 Mtr. Length, 2 no's qty. required ( 1 Pair)
79H.T. Stay set (Complete )
80H.T. Stay Insulator Type-C
817/10 SWG Stay Wire 15kg /stay
82GI Nut , Bolt & Washer of different sizes (7.433 Kg each Cut Pole)
83Black Paint(GIS Numbering & Zebra Stripping)
84Yellow Colour Paint(GIS Numbering & Zebra Stripping) for Background
85Fixing of complete 11KV line Complete stay set includes 1) Turn Buckle Assembly 2) Stay Rod & Stay plate 3) Stay Insulator 4) Stay Wire.5)Stay clamps with Nuts & bolts BA will do the excvation including excvation, supply of 0.5Cum cement concrete foundation 1:2:4 size ( 500mmx500mmx800mm) using 20mm BHG metal with all labour and material as per TPCODL Drawing & Standard.
86Concreting ratio 1:1.5:3(M-20 Grade) (500mmX500mmX1800mm) = 0.45Cu.mtr(Per Pole)
87Couping ratio 1:1.5:3(M-20 Grade) with dimension ( 500X500X450)= 0.1125 Cu mtr(Per Pole)
88PSC POLE 10 METER LONG 330 KG.
89PSC Pole Clamp(GI)
9011 KV V cross Arm(GI) (10.2 K.g. each )
91Top bracket 100x50X6 mm GI Channel(GI) (2kg each)
92Danger Plate, 1 no's. for each pole
93Back Clamp for danger Plate 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 1 no's = (1x0.59x0.510)
94GI barbed wire anticlimbing device 3 Kg. Per support
95Back Clamp for anticlimbing device 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 4 no's = (4x0.59x0.510)
9611 KV pin insulator polymer, 3 Nos. required for each support
97Earthing of Support ( Coil Type )
98No-8 GI wire (Dia 4.6mm) 0.131 KG/ Mtr.- 2 Mtr. For connecting pole with Coil earthing
99GI Nut , Bolt & Washer of different sizes (1.45 Kg/ Pin Point)
10055 sq.mm XLPE Insulated AAA conductor
101Black Paint(GIS Numbering & Zebra Stripping)
102Yellow Colour Paint(GIS Numbering & Zebra Stripping) for Background
103NON METALLIC TIES -11KV 55SQMM CVRD AAAC
104Spike (GI ) (using 50x6mm Flat(GI) welded with 8 mm square bar) ( 2 Nos of spike per Set in each Pole )
105Concreting ratio 1:1.5:3(M-20 Grade) (500mmX500mmX1800mm) = 0.45Cu.mtr(Per Pole)
106Couping ratio 1:1.5:3(M-20 Grade) (500mmX500mmX450mm) = 0.1125Cu.mtr(Per Pole)
107Guarding Channel(GI) 75x40x4.8 mm, 7.14 KG/Mtr., each Channel(GI) length 2.2 mtr., 4 no's Channel(GI) required =( 4x7.14x2.2) ( For Single Pole)
108No-6 GI wire (0.192 kg/mtr.) for Main String
109No-8 GI wire (0.131 kg/mtr.) for lacing
110Eye Bolt (236mm, 16mm dia, 1.577kg/mtr.)
111Gi Pipe Earthing 40mm. 3 Mtr. Long
11250x6mm Flat(GI) for earthing, 2.36kg/mtr., (10.7 mtr For raising)= 10.7x2.36
113Construction Earthing chamber including installation of earthing pipe.Making earthing chamber including excavation , soil treatment with bentonide powder , calculation of earth resistance, including Installation of 3Mtr GI Pipe 40mm/50mm including welding of Flat(GI)around pipe .
114Dismantling of materials,transportatation of dismantled materials from site to section store Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58024907
AUTHORITY Government Departments
TENDER VALUE 11.43 Lakhs
LAST DATE 29-10-2026
Authority
Authority Name Rural Works Division
Work Description Tender for Shifting Of 3P 3W 11Kv Line At Kangula Due To Construction Of H.L. Bridge Over Lingara River On Angul Mahidharpur Pwd Road (Godisahi To Khamar Bauligarh R.D. Road) Under Bantala Section
Basic Detail
Tender No EE/RWELECT/SBP/31/2026-27
Bidding Type Tender
Location
City Sambalpur
State Odisha
Key Dates
Publish Date 14 Oct 2026
Submission Date 29 Oct 2026
Open Date 30 Oct 2026
Finance
Tender Value 11.43 Lakhs
Tender Fee 6000
EMD 11439
Exemption Not Available
Document List
75d84647-9fa4-4570-b002-0b6a0cd3a83e.html
BOQ_613773.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Oct 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

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BOQ_613773.xls

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Tendernotice_1.pdf

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Tendernotice_2.pdf

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