Ministry Of Road Transport And Highways has published Tender For Land Acquisition For Construction Of Bypass Around Hubli City Connecting Nh-218 And Nh-63 In The State Of Karnataka (Job.No. Nh-218/63-Knt-2009-603) Of The Sub Estimate For Increasing Vertical Clearance Of Existing 110Kv Bidnal-Navalgund. Submission Date for this Tender is 29-02-2024. Transmission Line Tenders in Dharwad Karnataka. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | A. Details of Material Cost |
2 | TOWERS: i) Fabrication , Galvanising and Supply of Mild Steel 110 kV D/C Narrow Based Tower(M/s KPTCL Design ) |
3 | 1 )110kV "DD’ Type Tower with Stubs |
4 | a) Normal |
5 | b) 6 M Extension |
6 | c) 9 M Extension |
7 | Supply of Galvanised Bolts & Nuts : |
8 | Tower Accessories: |
9 | i) Phase Plates (Set of 6 Per Tower) |
10 | ii) Number Plates |
11 | iii) Circuit plates |
12 | iv) Danger Board (01 No per Tower) |
13 | vii ) Earth bonds |
14 | a) 450 mm |
15 | Conductor and Ground Wire: |
16 | i)LYNX ACSR including 1.5% sag |
17 | ii) Ground wireincluding 1.5% sag |
18 | Insulators & Hardware: |
19 | i) 110 kV Polymer Disc Insulator Set suitable for Single Tension String |
20 | ii) 110 kV Polymer Disc Insulator Set suitable for Double Tension String |
21 | Accessories for Lynx ACSR conductor: |
22 | i) Mid Span Compressor joint |
23 | ii) Repair sleeves |
24 | iii) Vibration dampers. |
25 | Accessories for Ground Wire: |
26 | i) Mid Span Compressor joint |
27 | ii) Repair sleeves |
28 | iii) PG clam for ground wire |
29 | B. Details of Erection/Labour Cost |
30 | i) Check Survey to be conducted by the construction agency: Conducting detailed Survey along with approved route duly following the route allignment, GPS coordinates, submission of detailed line schedule, tower schedule, land schedule and comparing the same with respect to the detailed survey report, bring out the differences if any. Submission of contour maps for undulated/hilly tower. The work also includes marking corridor width in the field and computing the quantum of benching and revetment, preparation of detailed land schedule along th corridor on the digitized revenue village maps indicating the Sy No:s following within the cooridor for the prupose of estimation of land compensation and submission of deatiled consolidated hard copy of reports of check survey in 06 setsalong with soft copy for approval in all types of terrain per km(a) For Plain Terrain |
31 | ii) Prearation of Revenue Survey sketch of the land along the line corridor for the purpose of computing compensation for corridor land and tower foot area land, through licensed GOK approved Surveyor and submission of Survey sketch, extent of land alling in the line corridor, name of the land owner and RTC etc., in the form of land schedule duly certified by concerned Revenue Authorities. (a)Rural Area |
32 | II.TOWERS(For Labour ) : |
33 | i) Fabrication , Galvanising and Supply of Mild Steel 110 kV D/C Narrow Based Tower(M/s KPTCL Design ) |
34 | 1 )110kV "DD’ Type Tower with Stubs |
35 | a) Normal |
36 | b) 6 M Extension |
37 | c) 9 M Extension |
38 | Tower Accessories: |
39 | i) Phase Plates (Set of 6 Per Tower) |
40 | ii) Number Plates |
41 | iii) Circuit plates |
42 | iv) Danger Board (01 No per Tower) |
43 | v)Anticlimbing Device (Supply & Fixing) : |
44 | a) Supplying & fixing GI angle iron 45x45x5mm (1mtr length) with cleats, bolts and nuts as per specification and fixing 0.5mtr length each at inner and outer surface of the tower to facilitate running of barbed wire. |
45 | b) Barbed Wire |
46 | vi) Pipe type earthing |
47 | Conductor and Ground Wire: |
48 | i)LYNX ACSR including 1.5% sag |
49 | ii) Ground wireincluding 1.5% sag |
50 | C. Dismantling Labour Charges |
51 | I . TOWERS : |
52 | A. 110KV DC Towers |
53 | "A" Type Tower without Stubs & including Bolt & Nuts, toweraccessories etc. |
54 | a) Normal |
55 | II Conductor and Ground wire : |
56 | a) Release existing LYNX ACSR including suspension and tension Disc insulator strings & clamps with accessories. |
57 | b) 7/3.15mm Ground wire. |
58 | Details of CivilPortion |
59 | I. Excavation for Foundation: |
60 | a) Normal Dry Soil |
61 | b) DFR |
62 | c) Wet black cotton |
63 | II. Back filling, Leveling and Consolidation with Excavated Earth: |
64 | a) Normal dry soil/ DryB C Soil |
65 | b) DFR |
66 | III. Murrum filling with New Earth : |
67 | a) Wet black cotton |
68 | IV.Foundation Concreting : |
69 | a) 1:3:6 Foundation (M10 Grade) |
70 | b) 1:1.5:3 Foundation (M20 Grade) |
71 | c) Steel Reinforcement |
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