Construction of S/C 33 KV new line from proposed 110/33/11 KV MUSS Sankratti to the existing 33/11 KV MUSS Saptsagar for a distance of 4 Kms using coyote ACSR for providing second source in 33KV S&L Division,Belagavi on Total Turnkey basis

Tender Capacity Format

Details of work Executed during last 05 years ( To asses the value of A)

Sl No Year Work Executed Other related Electrical Works if any Cost of executed work in Rs Lakhs

New substations / Augmentation in Nos HT line in Rkms(11KV & above) DTC in Nos

Details of existing commitments and on-going works to be completed during next '9 months ( To asses the value of B) Attached in the next sheet

SL No Details of On Going works Award amount Rs in Lakhs Amount of work to be completed during next "9 months" Rs in Lakhs Completion period as per award Completion period remaining

Tender Capacity Formula= A*N*1.5-B

Where 'N'=13months of completion period for above subject work

Seal and signature of the Bidder

A= Maximum value of Distribution network work executed in any one year during the last 5 years i.e 2020-21,2021-22 ,2022-23,2023-24,2024-25 ( UP dated to __________________ price level) taking into account the completed as well as works in progress

N= Number of years/months prescribed for completion of the works for which Tenders are invited

B= Value,at________price level, of existing commitments and on-going works to be completed during the 'N'

Note: 1) The available tender capacity shall be more than the total tender value 2) Documentary Proof in support of value ‘A’, the Total value of works executed and payments received annually in the last 5 years shall be uploaded in the form of certificates issued by Chartered Accountant. In case if the same is not uploaded, then the maximum value of annual payments received towards the works executed which is indicated in the audited balance sheet in any one year during the last five years will be considered.

Tender Capacity Format

Details of existing commitments and on-going works to be completed during next "9 months ( To asses the value of B)

SL No Details of On Going works Award amount Rs in Lakhs Amount of work to be completed during next "9 months" Rs in Lakhs Completion period as per award Completion period remaining

Where 'N'= 13 months of completion period for above subject work

Note: The statement showing the value of existing commitments and ongoing works as well as the stipulated period of completion remaining for each of the works listed shall be countersigned by the Employer in charge, not below the rank of Executive Engineer or equivalent.( Note: L-1 in any of the recently called tender amount is also be considered as value of B along with the above)

Seal and signature of the Executive Engineer(Ele)

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED

Construction of S/C 33 KV new line from proposed 110/33/11 KV MUSS Sankratti to the existing 33/11 KV MUSS Saptsagar for a distance of 4 Kms using coyote ACSR for providing second source in 33KV S&L Division,Belagavi on Total Turnkey basis.

Sl. No Particulars Material Labour Civil Total

1 Materials cost (Exclusive of GST) 5463973.72 5463973.72

2 Labour charges+ Decommissioning (Exclusive of GST) 1470258.42 1470258.42

3 Civil Engineering Charges (Exclusive of GST) 26554.67 26554.67 2.806226956

5 Area Specific Loading @ 5% on labour charges 0 0 0.00 0.00

Contractors Profit @ 10% on Sl No. Sl No. 4 & 5 546397.37 147025.84 2655.47 696078.68

% age of tender compenents included 236.00

Executive Engineer (EL), Superintending Enginner (El),

Projects - 1 , HESCOM, Hubli PMC, HESCOM, Hubli

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED

Construction of S/C 33 KV new line from proposed 110/33/11 KV MUSS Sankratti to the existing 33/11 KV MUSS Saptsagar for a distance of 4 Kms using coyote ACSR for providing second source in 33KV S&L Division,Belagavi on total turnkey basis. 42

PART A 33KV line

Sl. No Particulars Unit Qty Material Cost Erection Charges 12 39

Rate Amount Rate Amount 3 15

1 Design, Fabrication, galvanising and supply of Mild Steel tower materials including stubs and supply of 33KV M +3 Type Lattice Structure tower material ( MS) (As per KPTCL SR-25-26 Page No.: 02,Sl No.16 2.092 MT/ Tower 4 nos. towers x 2.492 MT = 9.9680 MT) MT 9.9680 106667 1063253 0 0.00 14.952 9.942 177208.89

2 Supplying of galvanized bolts & nuts (As per KPTCL SR- 2023-24 Page No.: 43, Sl No.18, Item No.: 18,3 ): 0.154 MT/Tower, for 4 Towers 0.154*4 = 0.6160MT Rs.142780,00/MT MT 0.6160 118983 73294 0 0.00 0.924 0.924

3 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work size 2.4*2.4*3.2 Mtrs Each tower 18.432 CUM for 4 tower 4*18.432=73.728 CUM (As per KPWD SR 2023-24, Volume-1 ,Page No -5, Item No-1.4.2) Rs-259,00 CUM 73.728 0 0 216 15912.96 110.592

4 Providing and filling in foundation with granite/trap broken metal 100mm and down size and with approved sand including hand packing ramming, watering and compacting including cost material, labour and HOM etc.,completly ( 2.4*2.4*0.30=1.728 For 4 No.1.728*4=6.9120 CUM ) (As per KPWD SR 23-24, Volume-1 ,Page No -11, Item No-1,2,3 Rs-2682,00) CUM 6.9120 2235 15448 0 0.00 10.368

5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (KPWD SR 23-24, Volume-1 ,Page No -15, Item No-2,.1.2) Rs-5664,00 ( 2.4 M*2.4 M*0.20 M)1.152 CUM /Tower.For 4 towers Total =4*1.1520=4.6080 CUM CUM 4.6080 0.0 0 4720 21749.76 6.912

6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) KPWD SR 2023-24 Page No : 15 Item 2.2.1. Rs:6287) (2.4*2.4*0.45 M = 2.592)+(0.95*0.95*2.6 = 2.3465) Total = 4.9385 CUM 4.9385*4 = 19.7540 CUM ) Cum 19.7540 4328 85486 1572 31048.35 29.631

7 Providing Thermo-Mechanically Treated bars of grade Fe-550/550 D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (As per KPWD SR 2023-24 Page No.18 Item 2.11(h) Volume 1) Rs-79011, 4*0.0824=0.3296) t 0.3296 65843 21702 0 0.00 0.4944 0.0824 0.5

8 Sorting of tower parts made of fabricated angle iron (As per KPTCL23-24 Part-II Labour , Page No.113, SL No. 1, Item No.: 1,1.(a) Rs.433,00) MT 9.9680 0.0 0 361 3596.79

9 Setting of stubs templates and aligements (As per KPTCL SR 2023-24, Page No.: 113,Part-II Labour SL No. 1, Item No.: 1,1(b) Rs.705/-) Per loc 4 0.0 0 588 2350.00

10 Assembling and errection of towers including tightening of bolts and nuts including loading,unloading at store and site (Including the Wt. of stubs).(As per KPTCL SR 2023-24, Page No.: 113,Part-II Labour SL No. 1, Item No.: 1,1(c) Rs.5723,00) MT 9.9680 0.0 0 4769 47539.05

11 Rivetting of tower bolt ends by heating using dry- Acetylene gas and hammering to destroy threads so as to make the tower members theft - prrof (Bolts at nodal points only to be selected and rivetted up to hieght of bottom cross arm, as per the directions of the field engineer) KPTCL23-24, Page No.: 113,Part-II Labour SL No. 1, Item No.: 1,1(d) Rs.22,00 Per Bolt 0 0.0 0 18 0.00 0 0

12 Welding of bolts and nuts (As per KPTCL SR 2023-24, Page No.: 113,Part-II Labour SL No. 1, Item No.: 1,1(e) Rs.22,00( 6 Nos Tower 487 Bolts Per tower 6X487=2922 bolts) Per Bolt 1948 0.0 0 18 35713.33 2922

13 Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I. Pipe of 3 metres length as per specification with 50 X 6 mm GI Flats 3 meter long, salt, charcoal, including excavation charges (As per KPTCL SR 2023-24, Page No.: 115,Part-II Labour SL No. 6, Item No.: a, Material Rs,5224,00 + Labour Rs,2111/-) Set 8 4353 34827 1759 14073.33

14 Supply and errection of 9.5 Mtr long, 350 kg WL RCC Double Pole Structure of including transportation to the work site, with all lead and lift from the factory and head load from the nearest road, digging pit to a depth or 2.0M. giving a coating of coal for aligning if required, refilling the soil, ramming etc; complete including providing pole base concreting with CC 1:4:8 for pole base and concreting the pole and copping with CC 1:2:4 using all materials such as cement, sand jelly, etc; complete including consolidating, curing etc; complete for each pole . Set 9 26169.00 235521 13544.00 121896.00 2806

Supply of 9.5 Mtr long, 350 kg WL RCC for two pole structure as per HESCOM CSR 25-26 11 KV system, Page No: 3, Sl No.: 08, Item.No.: 1.08 (Rs.10015 X 2 = 20030)

Double pole structure for 33kV (HESCOM CSR 25-26, 33 KV system, Page No: 69, Sl No.: 13, Item No.: 6.07 (Rs. 6139*1=6139) 8740.00 2065

Concreting materials for 9.5 Mtr long, 350 kg WL RCC (HESCOM CSR 23-24, 11 KV Labour Page No:8, Sl.No:26 A(a), B(a), C(a), (Rs. 312+3746+312 =4370*2=8740) 8502

Erection of double pole structure using 9.5 Mtr long, 350 kg WL RCC pole (HESCOM CSR 25-26 Page No 35 of 50, Sl No: 34 Rs:4804) 2282.00 4564.00 3472

15 Supply and errection of 9.5 Mtr long, 350 kg WL RCC Single pole of including transportation to the work site, with all lead and lift from the factory and head load from the nearest road, digging pit to a depth or 2.0M. giving a coating of coal for aligning if required, refilling the soil, ramming etc; complete including providing pole base concreting with CC 1:4:8 for pole base and concreting the pole and copping with CC 1:2:4 using all materials such as cement, sand jelly, etc; complete including consolidating, curing etc; complete for each pole . Nos. 87 10015.00 871305.00 6403.00 557061.00

Supply of 9.5 Mtr long, 350 kg WL RCC for single pole as per (As per KPTCL SR- 25-26, Page No- 2 of 50, SL.No-08) 3472

Concreting materials for 9.5 Mtr long, 350 kg WL RCC (HESCOM CSR 23-24, 11 KV Labour Page No:8, Sl.No:26 A(a), B(a), C(a), (Rs. 312+3746+312 =4370) 4875

Erection of 9.5 Mtr long, 350 kg WL RCC pole (HESCOM CSR 23-24, 11 KV System, Page No.: 43&44, SL No.: 9&31, Item No.: 1.3.1&2.03, Rs:692+1590=2282)

16 Erection of 9.5 Mtr long, 350 kg WL RCC pole for stud HESCOM (HESCOM CSR23-24 Page No 34 of 50, Sl No: 13, 35 of 50 Sl No.31, Rs:617+1416=2033) Nos. 35 10015.00 350525.00 1977 69183 261 12.00

17 LT 2 Pin Cross Arm - MS(Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) (As per KPTCL SR- 2025-26, Page No- 91 Nos. 70 290.00 20300.00 143.00 10010 261.00 12.00 0 0

18 "Coyote" ACSR Conductor (As perESCOMs SR- 2025-26, Page No- 2 of 50, SL.No-24) kms 12.18 135537.00 1650840.66 6667 81200 0.0600 12.00 0 0

19 Supply and fixing of Horizantal cross arms for 33 KV using pole clamps, bolts and nuts etc., for 9.5 Mtr long, 350 kg WL RCC (As per KPTCL SR- 2025-26, Page No- 82 of 84, SL.No-15 & 16 And 36 of 50 Sl No: 50) 2045+99= Set 87 2144.00 186528.00 228.00 19836 0.18 12.18 12180.00 0

20 Supply and fixing of top supports for 33 KV line with clamps, bolts and nuts etc; for I beams (As per KPTCL SR- 2025-26, Page No- 82 of 84, SL.No-16) Set 87 376.00 32712.00 0.00 0 9.5RCC pole 87 261.00

21 33 kV Polymer Pin Insulator(As per KPTCL SR- 2025-26, Page No- 82 of 84, SL.No-11) Nos. 300 756.00 226800.00 0.00 0 261 54.00 DP 8 48.00

22 33 kV 70 KN Polymer Insulator (As per KPTCL SR- 23-24, Page No- 82 of 84, SL.No-11) Nos. 114 390.00 44460.00 0.00 0 27 36 Tower 6 18.00

23 Strain Clamp for Coyote to Coyote, (As per KPTCL SR- 25-26 Page No- 3 of 50 SL.No-46) Nos. 114 578.00 65892.00 0.00 0 12 24 Tower 36

24 33 KV Guy Set with (includes Anchor Rod, Turn buckle, Guy wire, 2 nos. of No.15 Strain Insulator, Guy clamp with Bolts, Nuts and Washers) Set 15 1024.17 15362.50 0 42

25 Guy concreting with Boulders, Mud & Sand (300x300x450 mm) (As per KPTCL SR- 25-26, Page No- 3 of 50 SL.No-41, 3 of 50 SL N. 42,39, 4 of 50 Sl No. 54 , 60 ) 205+197+71+49+505.3 Labour charges 292+237=529 Page No 34 of 50 & 36 fo 50 Sl No. 25& 58 resply) Nos. 15 1208 18120.00 530.00 7950 Tower 48 DP

26 Spiral Earth electrode (As per KPTCL SR- 23-24, Page No- 3 of 50 SL.No-26) Labour 35 of 50 Sl No. 36 set 105 199.00 20895.00 83.00 8715 36 Tower

27 Guarding for road crossing (As per KPTCL SR-25-26, Page No- 3 of 50 SL.No-30) (78*40Mtr) Labour 36 of 50 Sl No.61 Span 10 3120.00 31200.00 921.00 9210 42.00

28 Supplying and Providing of Pipe type Earthing consisting of Class "C" GI Pipe of 3mtr long, 40mm dia, 2.5mm thick, with Clamp, Bolt & Nuts, GI Wire / 50 x 6mm GI flat of 3mtrs long, Charcoal,salt, including earth excavation, re-filling as per KPTCL 23-24, page no: 115, Sl.No.: 6a, Rs. 5224+2111/- Set 9 4353 39180.00 32650.00 293850 126

29 G I Bolt & Nuts of required various size HESCOM CSR 23-24, KPTCL, Page No.: 43, Sl.No.:18.3, Rs. 142780/MT MT 0.100 118983 11898.33 9915.28 992

30 Anticlimbing Device GI Barbed wire (12 Mtr/Kg) HESCOM SR 25-26,11KV System, Page No.: 4, Sl. No. 29, item No:4.02, Rs. 89/- and labour 42/- Nos. 109 152.00 16568.00 143.00 15587

31 Caution/Danger Board HESCOM SR 25-26,11KV System, Page No.:32, Sl. No. 593, item No:68.17, Rs. 150/- and labour Page. No/: 45, Sl. No.: 63, Item No.: 5.15, Rs. 80/- Nos. 13 131.00 1703.00 71.00 923

32 Number plates with pole clamps Bolt & nuts KPTCL SR 23-24, page No-43, Sl.No: 19.2, Rs.318/- and labour Page. No/: 113, Sl. No.: 3, Item No.: b, Rs. 80/- Nos. 97 265 25705.00 71.00 6887 109

33 Phase plates (set of 6 per tower) KPTCL SR 23-24, page No-43, Sl.No: 19.1 Rs:528 labour Page. No/: 113, Sl. No.: 3, Item No.:d, Rs. 238/- Set (3 Nos) 13 440 5720.00 198 2578

34 PG Clamp for Coyote to Coyote, HESCOM SR 23-24, 11KV System Page No.: 6, Sl. No.: 64, Item No.: 9.01, Rs. 357/- Nos. 114 333 37962.00 0 14

35 Preliminary survey: Preliminary surveyfor identification of 3 alternative routes using Google Images and Survey of India maps and finalization of most economical, optimum route showing the topographical and other features on either side and indicating final selected route alignment and digital modeling in undulated hilly terrain along the proposed route using contour data from topographical map and submission of preliminary survey reports for approval as detailed in technical specification, inall types of terrain. (KPTCL SR 23-24, Page No.: 153, Sl. No.: 1,) Km 4 0.00 3025 12100 1.0000

36 Detailed Survey: Detailed survey along the approved route alignment by using Modern Survey equipment like DGPS/Total Stations/Digital Theodolites/GPS including profiling, tower spotting and optimization of locations by using computer aided techniques as detailed in the scope of work using PLS-CADD software in all types of terrains and includes the following: (KPTCL SR 23-24, Page No.: 153, Sl. No.: 2,) Km 4 0.00 12201 48803 1.0000

37 Check survey to be conducted during construction stage: Conducting detailed check survey along the approved route duly following the route alignment, GPS Co-ordinates, submission of detailed line schedule, tower schedule, land schedule and comparing the same with respect to detailed survey report, bringing 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 the corridor on the digitized Revenue village maps indicating the Sy. Nos. falling within the corridor for the purpose of estimation of the land compensation, submission of detailed consolidated hard copy of reports of check survey in 6 sets along with soft copy for approval in all types of terrain per km (KPTCL SR 23-24, Page No.: 155, Sl. No.: 3,) Kms 4 0.00 2218 8873 1.0000

Part-B 33KV Line breaker material estimate

33 KV Isolators :

33KV, 800A, 25 KA Class Double Break manually operated isolators with Pad connectors suitable for Coyote ACSR Conductor, as per technical specification with Solid Core, cylindrical post insulators

a 33 kV, 800 A, 25 kA Upright with Earth Switch complete metallic portion with insulator (KPTCL SR-2023-24, Page No:37, Item No:9.14.1) RS:84700 Nos 1 70583 70583.33 0.00

Erection of Lightning arrestors and wiring including movement from the point of unloading to the point of erection (33 KV) (KPTCL CSR 23-24, Labour, Page No: 119, Sl No.: 18) Set 1 0 0.00 333.00 333.00

Erection of Isolators (33 KV) Assembly, Errection alignment and wiring including movement from the point of unloading to the point of erection.(Upright type) ( KPTCL CSR 23-24, Labour, Pg No: 119, Sl No.: 17 a(i)) Nos 1 0 0.00 1319.00 1319.00

Assisting in Testing and Commissioning ( KPTCL CSR 23-24, Labour, Pg No: 119, Sl No.: 17 E(i) , ) Nos 1 0 0.00 191.00 191.00

Surge Arrestors, Metal Oxide, as per Technical Specification. 0.00 0.00

a) 30 kV Metal Oxide with surge counter Arrestor class : Discharge Class 2 (Station Low Duty (SL)- for Overhead Line (KPTCL SR-2025-26, Page No:34, Item No:8.8, Rs:4840) . Nos 3 11583.00 34749.00 0.00

Conductors 0.00 0.00

a) "Coyote" ACSR Conductor (KPTCL 2025-26, Page No.:44, SL No.:20.6. Rs:139) Meter 200 135.53 27106.00 0.00

Mounting Structures: 0.00 0.00

Mounting Structures for equipments made out of fabricated galvanised angle of High tensile steel for GOS / CT's / PT's / LA's / NCT / HI PI etc as per approved drawing 0.00 0.00

a) 33KV Isolators - 0.248 MT (KPTCL SR-2023-24, Page No:43, Sl.No:18, Item No:18.3, Rs:148830 for MT) . (0.248MT=36909.84) (As per KPTCL SR- 2025-26, No- 02, SL.No-16) Nos 1 30758 30758.20 0.00 124025 30758.2

c) 33KV Lightning Arrestors - 0.075 MT (KPTCL SR-2023-24, Page No:43, Sl.No:18, Item No:18.3, Rs:148830 for MT) . (0.075MT=11162.25) (As per KPTCL SR- 2025-26, No- 02, SL.No-16) Nos 3 9302 27905.63 0.00

33KV ODS Structures 0.00 0.00

a) RCC Pole - 9 Mtr Long, 145 Kg WL (As per KPTCL SR- 25-26, Page No- 2 of 50, SL.No-08) Nos 2 6276.00 12552.00 1862.00 3724.00

b) 11KV ODS mounting structure using 50 x 100 x 50 x 6 mm C channel MS, each 4.0 mtr long , As per PWD Electrical Page 19 Sl.No-5.41.4 Rs-Per Mtr-756.00 3NosX4Mtr=12 Mtr Mtr 12 756.00 9072.00 0.00

c) Erection, alignment & assembly of fabricated steel lattice structure, pedestal structures & Mounting structures, for G.O.S. LAs etc. ( KPTCL CSR 23-24, Labour, Page No: 116, Sl No.: 8 b) MT 0.473 0.00 5723.00 2706.98

d Formation of cross bus in each individual bay using Lynx/Coyote - Single/Double conductor with fixing of insulators, spacers, levelling the string conductors to the required height above the equipment including providing jumps to inter-connect different segments of the main bus. ( KPTCL CSR 23-24, Labour, Page No: 122, Sl No.: 25) Per bay 1 0.00 7364.00 7364.00

Insulators & Hardware materials: 0.00 0.00

a) Pad clamp for Coyote ACSR (KPTCL SR-2025-26, Sl.No:77, Item No:10.09, Rs:725) Nos 6 734.00 4404.00 0.00

b) T clamp for Coyotte ACSR (KPTCL SR-2025-26, Page No:69, Item No:47.7.11, Rs:509.00) Nos 6 426.00 2556.00 0.00

Ground Mat & Earthing : 0.00 0.00

a) Grounding of equipment by providing cast iron pipe of 100mm ID 13mm thick, 2.75Mtr long wih 2part clamps out of GI flat 50/6 mm continously welded alround the pipe using cast iron welding electrodes as per drawing (al materials to be supplied by contractors) ( KPTCL CSR 23-24, Labour, Page No: 115, Sl No.: 6c, Rs:12792) , Set 2 10635.00 21270.00 3491.00 6982.00

b) Supplying & providing 450mm dia 450mm hieght 1.5" - 2" thick hume pipe coller ( non PR type) fop earth quits including all lead & lift. ( KPTCL CSR 23-24, Labour, Page No: 124, Sl No.: 26i, Rs:1499) , each 2 1249.17 2498.33 0.00

c) Grounding of equipment with 50/6 mm GI flat & connecting equipment to the earth mat / ground pit. Each point of earthinh with all formation works like bending, twisting, drilling of holes & conncting by welding (inclusive of all T & P consumables) to the earth mat/ ground pit/point of earth connection, all the materails supplied by the contractor ( KPTCL CSR 23-24, Labour, Page No: 123, Sl No.: 26f, Rs:335) , Rmt 45 279.17 12562.50 0.00

a) Bolt & Nut as per IS-1367 GI (HESCOM SR-2023-24, Sl.No:494 to 504, item no:61.12 to 61.22, RS:132571 for MT) MT 0.040 110475.83 4419.03 0.00

Total cost 260766.03 22619.98

Grand Total Cost 5463973.72 1470258.42

Construction of S/C 33 KV new line from proposed 110/33/11 KV MUSS Sankratti to the existing 33/11 KV MUSS Saptsagar for a distance of 4 Kms using coyote ACSR for providing second source in 33KV S&L Division,Belagavi on total turnkey basis.

110/33/11KV MUSS Sankratti

33/11KV MUSS Saptasagar 8 40 320

Prposed DP Structtures

Proposed 33 KV S/C line

Prop 9.5Mtr RCC Pole for line=87 No's INDEX Proposed M3 Tower

Prop 9.5Mtr RCC DP sets =9No's Prposed DP Structtures

Prop M+3 Towers =4No's

Proposed 33 KV S/C line

Proposed M3 Tower

Asst, Executive Engineer(Ele) Junior Engineer(Ele), Junior Engineer (Ele)

33KV S&L Sub-Division, HESCOM,Athani 33KV line Maintenance Athani

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED

Construction of S/C 33 KV new line from proposed 110/33/11 KV MUSS Sankratti to the existing 33/11 KV MUSS Saptsagar for a distance of 4 Kms using coyote ACSR for providing second source in 33KV S&L Division,Belagavi on total turnkey basis.

PART-D-(CIVIL WORKS)

Sl No. Item Description Unit Qty Unit Price (Rs) Total Price (Rs)

SCHEDULE OF ITEMS FOR ASSOCIATED CIVIL WORKS AND STRUCTURES:

1 Foundations: Engineering, supply of all labour,material and construction of RCC footing including the cost of excavation, cement concreting, reinforcement, backfilling, waterproof cement painting, for all works, grouting underpinning etc ,for the following works

a) 9 mtrs long RCC poles for ODS (As per ESCOM's SR 2023-24,Base concreting Rs.312+Pole concreting Rs.3434,Coping Rs.312) Nos 2 3382 6763.33

c) 33KV Surge arrestor support structure (0.95 mtrX0.55 mtr X 1mtr Depth),with M-20 Concreting,PCC of M-10 and FE-550 TMT steel Nos 3 4746 14237.50

d) 33KV Isolators support structure(0.95 mtr X 0.45 mtr X 1mtrDepth),with M-20 Concreting,PCC of M-10 and FE-550 TMT steel Set 1 4746 4745.83

2 Earth mat formation : 0.00

a) Excavation, formation, refilling. CMT 4 202.00 808.00

Total cost 26554.67

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED.

HTVR & Annual energy loss calculation of existing S/C 33 KV Saptsagar feeder eminating from 110\33\11 KV MUSS Yalparatti.

Node No KVA at node CUM KVA Distance KM KVA-KM Conductor constant ohm/kms KVA-KM Conductor constant

1. Total connected load P= 16000

2. Total length in Km. L= 10

3. Sum of moments= KVA*KM= 160000

4. LDF= P*L/ KVA*KM 1.00 Total

5. Annual energy sent out of the feeder 19956560 1 Aug-22 180 1308400 19956560

7. Diversity factor= Total connected load in KVA/1.73*33*Peak load 1.92 3 Oct-22 80 850400

8. Load factor = Annual energy sent out on the feeder/ Energy computed on the basis of the peak load= Annual energy sent out/ 1.73*33*0.8*8760*peak load 0.34 4 Nov-22 105 1974800

9. Loss load factor(LLF) =0.30*LF+.70*LF*LF) 0.18 7 Feb-23 180 2727200

10.Load density factor= 1 8 Mar-23 192 3199600

11. Annual energy losses= 0.105*P*P*L*R*LLF/2*LDF*DF*DF 1666202.94 9 Apr-23 200 3199600 Aprox

Resistance of the conductor in Ohms per KM= 0.248 10 May-23 3199600 Aprox 48228800

12. Add 10% spur line loss= Annual energy loss*0.1= 0.00 12 Jul-23 224 2588800

13. Total loss = 1666202.94 Total 27734800

14. HTVR calculation

Asst. Executive Engineer(El), Junior Engineer(El)

33 KV S & L Sub-Division, HESCOM, Athani 33KV line maintenance Athani

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED.

HTVR & Annual energy loss calculation of proposed 33 KV S/C Saptsagar link line from 110/33/11 KV MUSS Sankratti after providing 33 KV S/C link line from 110/33/11 KV MUSS Sankratti.

Node No KVA at node CUM KVA Distance KM KVA-KM Conductor constant ohm/kms KVA-KM Conductor constant

1. Total connected load P= 16000

2. Total length in Km. L= 4

3. Sum of moments= KVA*KM= 64000

4. LDF= P*L/ KVA*KM 1.00

5. Annual energy sent out of the feeder 19956560

6. Peak load = 146

7. Diversity factor= Total connected load in KVA/1.73*33*Peak load 1.92

8. Load factor = Annual energy sent out on the feeder/ Energy computed on the basis of the peak load= Annual energy sent out/ 1.73*33*0.8*8760*peak load 0.34

9. Loss load factor(LLF) =0.30*LF+.70*LF*LF) 0.18

10.Load density factor= 1

11. Annual energy losses= 0.105*P*P*L*R*LLF/2*LDF*DF*DF 666481.18

Resistance of the conductor in Ohms per KM= 0.248

12. Add 10% spur line loss= Annual energy loss*0.1= 0.00

13. Total loss = 666481.18

14. HTVR calculation

Calculation of Energy Savings

1 HTVR & Annual energy loss calculation of existing S/C 33 KV Saptsagar feeder eminating from 110\33\11 KV MUSS Yalparatti. 1666202.94

2 HTVR & Annual energy loss calculation of proposed 33 KV S/C Saptsagar link line from 110/33/11 KV MUSS Sankratti after providing 33 KV S/C link line from 110/33/11 KV MUSS Sankratti. 666481.18

Therefore Annual Energy Savings in Units = 1-2 999721.76 0.999721763

Cost Banefit ratio=Energy Saving x 8.35

Cost of Estimate

Asst. Executive Engineer(Ele) Junior Engineer(Ele)

33 KV S & L Sub-Division, HESCOM, Athani 33KV line maintenance Athani

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED

Self-Declaration statement of Bidder/Contractor for works Done…as on date of Bid submission.

Note: Please fill all required data and upload the signed copy in e-procurrement portal.

Bid Indent No: HESCOM/2026-27/EL/WORK_INDENT1220/CALL-2 Format-I

Work done certificate details as per QR.

Sl.No. Year of Completion Name of the Department Work Done Certificate No.& Date. Work Done Certificate issued by (Executive Engineer, Superintending Engineer .,.etc.,) Station voltage Class (220kV, 110kV, 66kV, 33kV) Station Capacity (MVA) 33 KV Line in R.Kms 33KV ROC in R.Kms 11 KV & above in R.Kms Others Cost of the work/project Executed cost Rs.in Lakhs

Note:Works completed during the period from (i.e., 2020-21,2021-22,2022-23 2023-24 and 2024-25) shall only be furnished, others will not be accepted.

I/We hereby declare that I/We had carried out above works and completed in all respects and are in successful operation for the last 1 (One) year i.e.,as on date of Bid submission. Further notice for defects in executed works is not received from concerned Department/recieved and same have been attended within the time. Any information, if found to be incorrect, wrong, misleading or misrepresenting , I/We am/are aware that I/We may be held liable for it.