Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing MPlus6 type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division under Total Turnkey Basis

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No: MESCOM/2025-26/EL/WORK_INDENT395

Supply of Materials

(Amount in Rs.)

Sl. No Particulars Unit Qty Unit Rate Total Price

1 33kV M type Normal Tower+ 6 mtr Extn - 7 Nos.

a) Design, fabrication, galvansing and supply of High Tension transmission line tower materials including stubs, Weight of each Tower -1.8185 MT, (Weight for 7 Towers = 1.8185*7 =12.719MT) MT 12.730 151,782.40 1,932,114.06

b) Galvanised Bolts & Nuts, Weight of GI Nut & Bolt for each Tower - 0.14MT, (Weight for 7 Towers = 0.14*7= 0.98MT) MT 0.980 159,913.60 156,715.33

2 Rabbit ACSR (For binding purpose) Km 0.100 65,561.44 6,556.14

3 DP Structure, excluding 9.5mtr. RCC Poles for 33kV- GI Set 6.000 8,036.00 48,216.00

4 3P Structure, excluding 9.5mtr. RCC Poles for 33kV - GI Set 1.000 16,072.00 16,072.00

5 2P Structure- H Frame for mounting 33kV GOS (Excluding 9.5mtr. RCC Poles & 33kV GOS)- GI Set 3.000 6,799.52 20,398.56

6 33KV, 800A, 25KA, double break, Upright Mounting Type Isolator without Earth Switch (Live point height 4750 mm) Nos. 3.000 107,060.80 321,182.40

7 9.5 mtr. RCC Pole, 350 Kg Working Load Nos. 15 8,408.96 126,134.40

8 Pre-Stressed Tubular Spun Pole 11M Long Nos. 106.000 19,826.24 2,101,581.44

9 33 kV Polymeric Pin Insulator Nos. 387.000 760.48 294,305.76

10 33 kV Composite Disc Insulator Nos. 180.000 471.52 84,873.60

11 Double Tension clamp with arcing horn For Coyote (Bolted Type) Nos. 28.000 4,858.56 136,039.68

12 Spiral earth electrode Set 106 267.68 28,374.08

13 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete. Minimum Weight of GI Pipe: 7.3 Kg Per Electrode 14 1,936.48 27,110.72

14 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 metre long, salt, charcoal, including excavation charges Set 7 5,850.88 40,956.16

15 Vibration dampers Nos. 42 1,025.92 43,088.64

16 Repair Sleeves Nos. 5 336.00 1,680.00

17 Mid span compression joints for coyote Nos. 5 695.52 3,477.60

18 Coyote 2 Hole paddle ACSR ACSR conductor 610A Nos. 18 2,136.96 38,465.28

19 C - Type Wedge Connectors Coyote to Coyote ACSR Conductor Nos. 126 734.72 92,574.72

20 33 KV Single top support with bolt nut & washers Set 117 500.64 58,574.88

21 11 kV, Special 3 Pin Cross Arm - GI Nos. 117 1,289.12 150,827.04

22 Clamp for spun Pole- 33kV Nos. 117 168.00 19,656.00

23 Guy sets consisting of C type guy strain insulators, turn buckle, pole stay clamps, Anchor rods with base plate, stay wires, 7/3.15, GI timbles, bolts, nuts & washers Set 40 1,310.40 52,416.00

24 Anti Climbing Device (12mtrs/1Kg GI Barbed Wire) Lumpsum Kg 42 99.68 4,186.56

25 Number plates with pole clamps Bolt & Nuts Nos. 122 356.16 43,451.52

26 Danger Board with pole clamps Bolt & Nuts for fixing to single, DP/4P tower Nos. 13 168.00 2,184.00

27 Phase Plates (set of 6 per tower) Set 7 591.36 4,139.52

28 Guarding for Road crossing, Telephone Line crossing, between HT & LT line crossing mts 250 104.16 26,040.00

29 4 Pin Cross arm for guarding with clamps bolt nuts and washers-GI Set 10 424.48 4,244.80

30 Coyote ACSR conductor with 1.5% sag, Kms 12 155,680.00 1,868,160.00

31 7/3.15mm GI ground Conductor (Only for Tower span) Kms 0.48 98,560.00 47,308.80

Total - Supply Portion 7,801,105.69 0.00

GRAND TOTAL [Inclusive of all applicable taxes, duties, F&I Charges etc.] 10,91,39,10.18

Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No: MESCOM/2025-26/EL/WORK_INDENT395

Erection of Materials

(Amount in Rs.)

Sl. No Particulars Unit Qty Unit Rate Total Price

1 Jungle Clearing: for construction of new line including Trimming of Trees, if Jungle/Tree/Plant/Shrubs Exists. Km 1 4,346.72 4,346.72

2 Erection of 33kV M type Normal Tower+ 6 mtr Extn - 7 Nos.

a) Sorting of Tower parts, Weight for 7 Towers = 1.8185*7=12.7295MT MT 12.7295 484.96 6,173.30

b) Setting up of stubs templates and from one location to another location Per Location 7.0000 789.60 5,527.20

c) Assembly & Erection of Towers= Weight for 7 Towers = 1.8185*7 =12.7295MT MT 12.7295 6,409.76 81,593.04

d) Welding of Bolts & Nuts, Total No. of Bolts & Nuts/Tower = 400, for 7 Towers = 2800 Nos., Per Bolt 2800 24.64 68,992.00

e) Rivetting of Tower Bolt ends by heating using dry Acetylene gas & hammering to destroy threads to make the Tower members theft proof, Total No. of Bolts & Nuts = 10% of 2800 = 280 Nos. Per Bolt 280 24.64 6,899.20

3 Erection of DP structure including fixing of braces insulators etc.as per the approved drawings and specifications including the cost of excavation and backfilling Set 6 4,630.08 27,780.48

4 Erection of 3 Pole Structure formed with 3 Nos of 9/9.5 Mtr RCC/PSCC Pole as per approved Drawing including fixing of Structure materials, erection of Poles etc., complete. (excluding excavation charges) Per structure 1 9,656.64 9,656.64

5 Fixing of H Frame Set 3 361.76 1,085.28

6 Erection of Isolators (33kV) Assembly, Errection alignment and wiring including movement from the point of unloading to the point of erection.(Upright type) Nos 3 1,477.28 4,431.84

7 Erection of 9.5 Mtrs RCC Poles 350 Kg working load, in the excavated pit of 2.0 Mtr depth as per the approved drawing specification (excluding the cost of excavation, backfilling and concreting) (Hard Soil) No 15 3,189.76 47,846.40

8 Erection of 11mtr long Concrete spun pole in a pit of 2.5 mtr depth. (Hard Soil) Nos. 106 7,191.52 762,301.12

9 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.) Nos. 106 104.16 11,040.96

10 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg Per Electrode 14 1,062.88 14,880.32

11 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 metre long, salt, charcoal, including excavation charges Set 7 2,364.32 16,550.24

12 Fixing of 33 KV Horizontal cross arm and insulators Set 117 179.20 20,966.40

13 Fixing of 33 KV Single top support with bolt nut & washers Set 117 125.44 14,676.48

14 Providing Guy set with all accessories (Hard Soil) Set 40 1,002.40 40,096.00

15 Fixing of Anti Climbing devices Kgs 42 47.04 1,975.68

16 Fixing of Number Plate Nos. 122 89.60 10,931.20

17 Fixing of danger board Nos. 13 89.60 1,164.80

18 Fixing of Phase Plate (for 3 Sets-238.00, for 6 sets=476.00) Set 7 533.12 3,731.84

19 Fixing guarding including fixing of necessary cross arms for existing HT & LT line at Road crossing, Telephone road crossings upto span of 60mts. Per set 5 1,158.08 5,790.40

20 Stringing of Coyote Conductor with all accessories in plain region m 12000 8.96 107,520.00

21 7/3.15mm GI ground Conductor (Only for Tower span) m 480 12.32 5,913.60

Total - Erection Portion 128,18,71.14

Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No: MESCOM/2025-26/EL/WORK_INDENT395

(Amount in Rs.)

Sl. No Particulars Unit Qty Unit Rate Total Price

1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Cum 174.00 271.04 47160.96

2 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.Depth exceeding 1.5m, but not exceeding 3 m Cum 77.00 290.08 22,336.16

3 Providing and laying in position plain cement concrete for levellingcourse 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. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 18.00 6,343.68 114,186.24

4 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 inished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the uirements of relevant IS codes , labour,Usage charges of machinery, uring and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Cum 209.00 7,041.44 1,471,660.96

5 Providing and laying in position plain cement concrete for levellingcourse 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. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates Cum 16.00 6,992.16 111,874.56

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures. MT 0.72 88,492.32 63,714.47

Total - Civil Portion 183,09,33.35

Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No: MESCOM/2025-26/EL/WORK_INDENT395

(Amount in Rs.)

Sl. No. Particulars of works Unit Qty Unit Rate with turnkey parameters Total Price

Nos Length Breadth Depth Qty Rate Amount (Excluding Turnkey Parameters)

C1 Site levelling and construction of retaining wall:

1 Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. Cum 2600.00 642.99 167,17,74.00

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Qty same as Earth work levelling) Cum. 160.00 290.20 46,432.00

3 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 5200.00 123.76 64,35,52.00

C2 ANTI-WEED TREATMENT:

Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm. 2700.00 135.14 36,48,78.00

C3 RETAINING WALL

3 Construction of retaining wall: 1) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and Rmtr 229.31 8098.29 185,70,18.88

2) 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 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 and 3)Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) and 4)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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 5)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure and 6)Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification...7)PVC pipes of 75mm dia

[a] Earth work excavation for foundation[ Station boundary 23.55+72+91.84+41.92=229.31]

[b] CC 1:4:8 bed for foundation

[c] SSM in CM 1:6 for foundation

[e] Flush pointing

[f] PVC pipes of 75mm dia

Total 1461969.49

Total SSM qty for foundatuion & basement 229.31

Total amount divided by SSM qty 6375.52 say 6376.00

4 COMPOUND WALL :1)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure and 6)Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification.2)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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. 3)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.4)Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Rmtr 223.31 6407.76 143,09,16.89

(a) Laterite compound wall Total length less Gate i.e 229.31 - 6.00 =223.31

1 223.31 0.23 1.50 77.04 Along station boundry

(c) Plastering 20mm 1:4

(d)Exterior Paint

Quantity is as in C above 1138.88 152.32 173474.35

5 1)Providing and fixing M.S. angle 50x50x5 mm to act as nosing with of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.2)Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately) 3)Providing and laying in position plain cement concrete for 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Rmtr 223.31 939.89 20,98,86.84

C4 ENTRANCE GATE: No. 1.00 11,77,68.34 11,77,68.34

1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth

2) 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 1:3:6 (M10)

3) 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Sub-structure / Superstructure complete as per Drawing and Technical Specifications

5) Providing and fixing M.S. Gate as per Chief Architect Drawing using 50mmx50mm 14 guage M.S hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mmx6 and 16x16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats at horizontal member and at the top cost iron spikes are provided at alternate vertical members as shown in the drawing etc., All the steel surface should be thoroughly cleaned free of rust and painted with anticorrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges,with lead and lift, loading and unloading charges, etc., complete as per specification inclusive 2 coats enamel paint(SR. 2018-19, I.no 7.37 P.no 45) ( SR 2018-19 is considered)

6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

[1 Earth work excavation for foundation

2] CC 1:3:6 bed for foundation

5] HYSD steel reinforcement

6] Main and wicket gates

C5 CONTROL ROOM BUILDING:

Design , engineering and construction of Control Room building including necessary treatment to sub soil if necessary depending upon the soil condition including providing internal water supply arrangements, electrification to the control room building, providing sanitary arrangement and internal cable ducts with trays as per approved drawing and specifications directions of engineer in charge including cost of all materials, labour etc., complete. (25.00 x 7.00 m overall dimension includes Gents & ladies toilets & office for Station incharge including battery room, storeroom & rest room] Sqm. 175.00 339,66.84 594,41,97.00

C6 Inspection chambers for out door cable duct

1 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. No. 10.00 6,222.17 62,221.70

Frame and chamber cover MR 10 No. 10.00 2,540.24 25,402.40

[i] PVC pipe - OD 25mm and 10 Kg/sqcm 75 Rmtr. 75.00 32.72 2,454.00

[i] PVC pipe - OD 75mm and 6 Kg/sqcm 80 Rmtr. 95.00 174.97 16,622.15

[i] PVC pipe - OD 160mm and 6 Kg/sqcm 95 Rmtr. 95.00 597.46 56,758.70

Cable Duct: 1) Earth work excavation by manual means for drains,canals, waste weir,, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m 2) 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 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 and Rmtr. 45.00 6,561.44 29,52,64.80

3) Providing and construction laterite size stone msonry including cost and conveyance of material curing etc., complete as per specification FOR BASEMENT in C.M. 1:6 and 4)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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

[a] Earth work excavation for foundation

[b] CC 1:4:8 bed for foundation

[c] LSM in CM 1:6

[d] CC 1:3:6 for coping

[e] Plastering in CM 1:4, 20mm thick

C7 ROAD WORKS Rmtr 65.00 14,001.12 91,00,72.80

1)Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of tools, usage of machinery & other appurtenances required to complete the work In Ordinary/Soft rock upto 300 mm depth

2)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 Codes machine mixed, laid in layers not exceeding 150 mm 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 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates

3)Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.

4)Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 250 x 100 mm Kerb Stone

5)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

6)Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia

1)Earthwork Excavation

3) Interlock pavers75mm

5)enamel painting

Total 628336.80

Per Rmtr 11023.45263

C8 STORM DRAINAGE SYSTEM:

1)Earth work excavation by manual means for drains,canals, waste weir, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m 2) 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 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 and

3) Providing and construction laterite size stone msonry including cost and conveyance of material curing etc., complete as per specification FOR BASEMENT in C.M. 1:6 and 4)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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

[i] For road side Rmtr. 184.00 3,670.65 67,53,99.60

[a] Earth work excavation for foundation

[b] CC 1:4:8 bed for foundation

[c] LSM in CM 1:6

[e] Plastering in CM 1:4, 20mm thick

Rate per Rmtr 2889.95

say Rs. 2890.00

[ii] Excluding side wall on one side all along compound wall (with brick masonry) Rmtr. 131.00 2,606.29 34,14,23.99

[a] Earth work excavation for foundation

[b] CC 1:4:8 bed for foundation

[c] LSM in CM 1:6

[e] Plastering in CM 1:4, 20mm thick

C9 CULVERTS ACROSS APPROACH ROAD:

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia Rmtr 10.00 24,194.53 24,19,45.30

[a] Earth work excavation for foundation for hume pipes&wing walls

[b] CC 1:4:8 bed for foundation

[c] RCC M20 for walls and raft

[d] NP3 class Rcc hume pipes

[e] HYSD steel reinforcement

Total 190480.76

Total amount divided by length of Culvert= 19048.07625

say Rs 19049.00

C10 SITE SURFACING (JELLY SPREADING)

Supplying and spreading jelly of 100mm thick with 20/25mm jelly with all lead lift including cost of all materials and labour charges. The jelly used shall be free from dust or organic materials kptcl part2 Cum. 250.00 19,00.10 47,50,25.00

Total 221.62 Say 250

C11 WATER SUPPLY:Borewell,sump tank, Electrification and etc) Job 1.00 68,41,49.50 68,41,49.50

1 1)Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete. 2) Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. 3)Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments.

4)Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge. 5) Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of . Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test.

6) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. 7)Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. 8) 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 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. 9)Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.

10) 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 11) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 12)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 13)UPVC pipe IS 16098 SN 4 - 75mm dia 14)UPVC pipe IS 16098 SN 8 - 110mm dia 15) Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm 16) Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment Size 50 mm

17) Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 54.1 B118A 15mm dia 18)Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.20 mm nominal bore, 120 mm long, weighing not less than 198 g 19) Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage) 20)5.00 HP/3.7KW 25 STG 21)Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x2.5 m2 22)Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 63 mm 23)Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.

2)steel casing pipe

3) MS casing collars

4)MS casing caps

5)Geophysical investigation

6)Earth work excavation for Foundation

Total 58.65 Cum

7)Refilling available earth

Total 25.65 Cum

9) Solid Concrete blocks of size 400x100x200mm

Total 34.04 Sqm

10)M20 Design Mix

1 1 5.90 3.10 0.15 2.74 Sunp tank bottom

1 2 5.90 0.15 2.3 4.07 Sunp tank Sides

1 2 3.10 0.15 2.3 2.14 Sunp tank Sides

1 1 6.10 3.50 0.15 3.20 Sunp tank top slab

11)TMT Fe 550 & above

12)20 mm cement plaster of mix :1:4

1 1 5.90 3.00 17.70 Sump bottom

30.00 Mis works

Total 120.00 Sqm

13)UPVC pipe IS 16098 SN 4 - 75mm dia

1 2 55.00 40.00 inlet line

1 1 80.00 60.00 Distibution

Total 100.00 mtr

14)UPVC pipe IS 16098 SN 8 - 110mm dia

25.00 Raising main

1 1 50.00 75.00 out let mains

15)gate valve Size 50 mm

16)non-return valve Size 50 mm

18) PTMT Ball cock

Sump well Electrification

19)Single Phase Submersible Pump

20)5.00 HP/3.7KW 25 STG

21)PVC insulated cable of Flat 3 core.1x3x2.5 m2

22) pressure gauge bourdon type .Size 63 mm

23)Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items i

C12 FOUNDATIONS:

1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) 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 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 and 3)Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) and

4)Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 5)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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

[b] 8m pole [ yard lighting] No. 8.00 8,563.16 68,505.28

[c] Vertical towers [3 T1] No. 4.00 30,114.57 12,04,58.28

[g] PI supporters No. 3.00 9,661.81 28,985.43

[h] Capacitor bank No. 1.00 38,643.43 38,643.43

[i] Isolator support structure (GOS) Set 3.00 13,395.97 40,187.91

[j] NCT supports No. 1.00 9,661.81 9,661.81

[k] Aux tranformer foundation (k) Nos 1.00 30,048.52 30,048.52

[i] Earth work for foundation

[ii] CC 1:4:8 for foundation

[ii] LSM in CM 1:6 for foundation

[ii] LSM in CM 1:6 for Super structure

[iii] Plastering to concrete1:4 12mm thick

Total rate 23657.70

Foundation structures (a,b,)

[i] Earth work for foundation

[ii] CC 1:3:6 for foundation

[iii] Plastering to concrete1:4 12mm thick

say Rs. 6742.00

Verticle towers [3T1] (c)

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iii] RCC M20 for foundation

[iv] Plastering to concrete1:4 12mm thick

say Rs. 23710.00

33KV CT , PT , NCT, PI,LA Support structure (d, e, f, g, j)

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iii] RCC M20 for foundation

[iv] Plastering to concrete

say Rs. 7607.00

Capacitor bank (h)

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iv] Plastering to concrete

say Rs. 30425.00

Isolator support structure (GOS) (i)

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iv] Plastering to concrete

say Rs. 10547.00

C13 TRANSFORMER FOUNDATION AND ASSOCIATED RAIL TRACK No. 1.00 28,34,59.24 28,34,59.24

1) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth andand 2) 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

3)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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and 6)Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved primer: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iv] Plastering to concrete

[v] HYSD steel reinforcement

Total 223174.07

C14 SF-6 BREAKER FOUNDATION No. 3.00 61,185.54 18,35,56.62

1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) 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

3)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 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 1:3:6 (M10) 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iv] Plastering to concrete

[v] HYSD steel reinforcement

[vi] MS bolts and nuts L/s 500.00

say Rs. 48173.00

1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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 and 3)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for basement 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

5) 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) M20 Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and 7) chamber cover. 8) Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm 9)Lowering, Laying and Jointing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) for:100mm

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iv] Plastering to LSM

[v] CC 1:1.5:3 roof slab of tank

[vi] TMT steel reinforcement

[vii] chamber cover 455x610mm [MR] 1 2000.00 2000.00

[ix] gate valve 50mm

say Rs. 84923.00

C16 NP3 PIPES FOR CROSSING ROAD/DRAIN AND POWER AND CONTROL CABLES

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia Rmtr. 30.00 4,543.58 13,63,07.40

C17 Earth work for LAYING OF POWER CABLES

Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m 2) Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. Rmtr. 250.00 469.94 11,74,85.00

1] Earth work for foundation

2] Sand filling

3] Half cut hume pipes[M.R]

4] Marking slabs[M.R]

1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth and 2) 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 No. 2.00 49,675.70 99,351.40

3) 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 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 1:3:6 (M10) 4)Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 5)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications 6)Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved primer: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

[i] Earth work for foundation

[ii] CC 1:4:8 bed

[iii]R CC 1:1.5:3 for foundation

[iv] Plastering to concrete

[v] HYSD steel reinforcement

[vi] MS bolts and nuts L/s 500.00

say Rs. 39111.00

C18 EARTH MAT FORMATION

a) Excavation all type of soil,, refilling ,compaction Cmtr. 1700.00 465.17 79,07,89.00

b) Materials for formation of earth mat as per specification (Providing & laying )

i) Supplying and laying MS Flats of size 75X8 mm welding and applying ACB paint to welded portion and labour for covering with sodium bentonate clay as per drawing, standard specification and consolidation.[with out cost of clay] Rmtr 1947.00 1,070.01 208,33,09.47

ii) Grounding of equipment with GI flats 50x6 mm , connecting eqipment to the earth mat ground pit. Each point of earting with all formaation works like bending twistsing drilling of holes and connecting by welding [ inclussive of all T&P and consumables] to the earth mat/ groundpit/ point of earath connection, all the materials supplied bu the contractor. Rmtr 884.00 287.05 25,37,52.20

iii) providing, excavating & fixing Cast Iron pipes electrode of 100 mm internal dia 13mm thick 2.75 Mtr. Long including cost of RCC collars of 450mm height and 450 mm dia 1.5 to 2.0 inch thick, etc, as per specification. No.s 37.00 13,956.09 51,63,75.33

iv) Providing 25mm dia MS rod 1.05mtrs long earth spokes including heating bending top50mm overlap flattering and making spike edge at one end driving in to the earth below the ground level and welding the rod with ground mat flat. No.s 174.00 387.39 67,405.86

v) Supplying and providing 450mm dia 450mm height 1.5" to 2" thick hume pipe coller [non pressure type] for earath pits including all lead and lifts etc. 450mm dia RCC collars for earth pit No.s 37.00 1,285.36 47,558.32

vi) Deep bores for earth mat work

a) Sinking of bore of 150mm clear dia using flat rigs including fixing of 40mm dia MS rod including jointing the pipe as per KPTCL standard and providing sodium bentonatae treatment in the annular space including transportation of rog and other supporting vhehicals etc complete as per the direction of engineer in charge including cost of MS rod & sodium bentonate. Mtr. 80.00 857.33 68,586.40

b) supplying and laying 40mm dia MS rods Mtr. 80.00 805.26 64,420.80

c) Cost of GI flat for joining two rods by welding to obtain continuous length Joint 20.00 852.25 17,045.00

d) Supplying and laying bentonate clay as directed Kg 20800.00 21.59 44,90,72.00

1 37 45 1665.00 CI pipe 45kg each

1600.00 deep bore

C19 COVERING FOR OPEN DRAINS

1)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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6)Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications Sqm 131.00 4,769.30 62,47,78.30

[i] CC 1:1.5:3 slab 20 cms thick

[ii] TMT steel reinforcement for 10m width

say Rs. 3755.00

C20 BAFFLE WALL: 1)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling excavated earth or sorting & stacking the selected earth for reuse in radius of 50 m and lift upto 1.5 m including cost of labour, tools, of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. 2) 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 and 3) 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4) Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 5)Providing and constructing laterite size stone masonry including cost and conveyance of all materials, curing, etc., complete as per directions in CM 1:6 for superstructure 6) Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge 7) Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Rmtr 5.00 27,777.54 13,88,87.70

[i] Earth work for foundation

ii] cc1:4:8 bed

[iii] cc1:1.5:3 footing column and beam

[v] laterite size stone masonry

[vi] Plastering 20mm 1:4

Total Amount per 5Rmtr 109348.87

For 1Rmtr 21869.77 Say Rs. 21870.00

1 Providing and commissioning of CI pipe earthing with 50*6 GI flat thoroughly welded connecting to RTU and V-sat equipments and integrating it with earth mat with all material and accessories

1a G.I Flats 50x6 mm for earth connection (Grounding of equipments to the earthmat ground pit including all connected works with all materials. Rmtr 30.00 287.05 8,611.50

1 b Grounding of equipments by providing cast iron pipe of 100mm, ID 13mm thicknes, 2.75 Mtr long with 2 part clamp out of GI Flat 50x6mm continuously welded all around round the pipe using CI welding electrodes as per drawing including the cost of excavation (all materials to be supplied by the contractor) Nos 1.00 13,956.09 13,956.09

1 c Supplying and Fixing 450mm dia 450mm height 1.5" to 2" thick hume pipe collar (non pressure type) for earth pits including all lead and lifts etc., Nos 1.00 1,285.36 1,285.36

1d a)Sodium Bentonite clay: Kgs 45.00 21.59 971.55

1e b) Common salt MR Kgs 45.00 19.05 857.25

Total - Civil Portion 22,73,30,23.88

Note: The percentage quoted in the e-procurement portal for the bid will be uniformly applied on each of the unit rates indicated above for arriving the total quoted cost.

BID PROPOSAL SHEETS

Bidder’s proposal Reference No. and date

Bidder’s name and Address

Person to be contacted

SUPERINTENDING ENGINEER (ELE) (PROJ),

CORPORATE OFFICE,

MESCOM, 2nd FLOOR, MESCOM BHAVANA

BEJAI, MANGALURU – 575 004

Sub: Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

1.0 We, the undersigned bidder, having read examined in detail the specifications and all the bidding documents of the said 33kV line work and hereby propose to do erection, testing and commissioning of the line work including design, whenever specified, engineering, manufacture, testing, supply on FOR/FOB as applicable site basis as applicable and commissioning of the various line equipments, equipment support structures etc., as detailed in the specifications and documents.

2 PRICE AND VALIDITY:

2.1 All ex-works price components and spares, maintenance and testing equipments and other charges viz. Freight & Insurance and other charges stated in our proposal shall be firm. All the prices and other terms and conditions of this proposal are valid during the performance of the contract. We further declare that prices stated in our proposal are in accordance with your “Instructions to Bidders” included in the Volume – I of Bid documents. All the prices and other terms and conditions of this proposal are valid for a period of One Hundred and Eighty Days (180) from the opening of bid.

2.2 We do hereby confirm that our bid prices as quoted in the e-portal include all the import duties and levies applicable on bought out components, materials, equipment and other items and confirm that any such taxes, duties and levies additionally payable shall be to our account. We further understand that no taxes in any form shall be payable by the owner for bought out items, which are dispatched by our sub-suppliers directly to project site as sale-in-transit basis.

2.3 All applicable taxes on the transaction between the owner and ourselves shall be to Owner’s account. These are included in our bid price quoted in the price bid template provisioned in the e-portal.

2.4 The bid prices, the price components of the various items, price components of Mandatory spares are considered while quoting percentage in the price bid template provisioned in the e-portal.

3 CONSTRUCTION OF THE CONTRACT

We, declare that we are making the offer on the basis of a divisible supply-cum-erection contract on single source responsibility basis. The supply portion of the contract will relate to supply of equipment/material on ex-works basis and the erection portion of the contract will relate to transportation, storage, erection, testing and commissioning of equipment/ material etc as defined in Bid documents. However, we will have no objection in case owner decides to split the above mentioned package into three separate contracts, one contract for supply of all equipments on ex-works basis, second contract for all services such as transportation, insurance, handling at site storage, installation of the equipment/material as defined in bid documents and the third portion as Civil Engineering works including formation of cable duct, equipment foundation etc.We declare that the award of three contracts our responsibility for successful operation of the equipment as per bid documents and that both the contracts will have a cross fall breach clause viz. that a breach in one contract will automatically be classified as breach for the other contract which will confer on the owner the right to terminate the other contract at our risk and cost.

4 We have studied Clause – 13.0 of Section ITB, Volume– I relating to Tax and hereby declare that if any additional corporate tax is attracted under the law, we agree to pay the same.

5 BID GUARANTEE (EMD)

We have enclosed a Bid Guarantee, as detailed below,in the form of in original and one copy of the original valid for a period of six (6) calendar months from the date of opening of bids in accordance with bid documents and complete in respect of the following:

Payment Mode Transaction details Reference No. Amount in Rs.

a Value of Non-judicial stamp paper purchased in the name of executing bank is as per stamp act.

b Power of attorney no. and date as well as signature and full name & Designation of executants along with bank stamp are there.

c Signature, full name, designation and address of witness are there.

d Complete mailing address of the Head Office of the Bank is indicated.

i We declare that all the works shall be performed strictly in accordance with the technical specifications and other bid documents except for the variations and deviations, all of which have been detailed out exhaustively in the following schedules, irrespective of whatever has been stated to the contrary any where else in our proposal.

A. Commercial Deviation Schedule, Schedule-5.

B. Technical Deviation Schedule, Schedule-6.

ii We further confirm that Specified Stipulation of following Clauses are acceptable to us and No Deviation / Exceptions are taken on any account whatsoever in the following Clauses.

a) Terms of Payment Clause No. 8.0 of Section - I, IFB, Volume – I.

b) Bid security Clause No. 6.0 of Section - I, IFB & 19.0 of Section - II, ITB, Volume – I.

c) Contract Performance Guarantee Clause No. 36.0 of Section - II, ITB, Volume – I.

d) Penalty for delay in works Clause No. 12.0 of Section - I, IFB & 14.0 of Section - III, General Terms & Conditions of Contract, Volume – I.

e) Price basis, Currencies and payment Clause No.12.0 of Section - II, ITB, Volume–I

f) Guarantee Clause No. 15.0 of Section - III, Conditions of Contract, Volume – I.

iii Further, we agree that additional conditions if any, found in the proposed documents, other than those stated in Deviation Schedules, save that pertaining to any rebates offered, shall not be given effect to.

7 PERFORMANCE GUARANTEES:

We declare that the ratings and performance figures of the equipment to be furnished and erected by us are guaranteed.

8 BID PRICING :

We further declare, that the prices stated in our proposal are in accordance with your “Instructions to Bidders” included in Volume – I of the Bid Documents.

9 PRICE ADJUSTMENT: VOID

10 ADDITIONAL INFORMATION

We confirm that any additional information does not imply any additional deviation beyond those covered in Schedule-5 & 6 and in case of any contradiction between these additional information and other provisions of Bid, the latter will prevail.

11 QUALIFICATION DATA:

We confirm having submitted the qualification data in duplicate copies, as required by you in your ‘Instructions to Bidders’, Volume – I, in a separate envelope along with this proposal. Further, we have filled in the information for qualification requirements as listed in Schedule-9. In case you require any further information in this regard, we agree to furnish the same in time to your satisfaction.

12 WORK SCHEDULE:

If this proposal is accepted by you, we agree to submit engineering data, provide services and complete the entire works from time to time, in accordance with Schedules indicated in the proposal. We fully understand that the time schedule stipulated in the proposal is the essence of the Contract, if awarded.

13 CONTRACT PERFORMANCE SECURITY

We further, agree that if our proposal is accepted we shall provide an irrevocable Contract Performance Guarantee, of value equivalent to five percent (5%) of the contract price valid up to the end of ninety (90)

days after the end of the Contract warranty period in the form of

(Please specify the form of security) in your favour within thirty (30) days from the date of issue of LOI and enter into a formal contract agreement with you within fifteen (15) days from the date of acceptance of Letter of Intent of Contract.

We declare that our lumpsum price for the entire scope of the work as specified in the specifications and documents and shall be as indicated in the price bid template provisioned in the e-portal.

15 We hereby, declare that only the persons or firms interested in this proposal a principal or principals are named herein and that no persons or firms other than those herein mentioned have any interest in this proposal or in the contract to be entered into, if we are awarded the Contract and that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

Date this day of

Thanking you, we remain,

Date : Signature

Place: Printed Name

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No. MESCOM/2025-26/EL/WORK_INDENT395

(Commercial Deviation)

Bidder’ s Name and Address: Please fill only in blue cells

SUPERINTENDING ENGINEER (ELE) (PROJ),

CORPORATE OFFICE, MESCOM,

2nd FLOOR, MESCOM BHAVANA,

BEJAI, MANGALURU – 575 004

Email: [email protected]

The following are the commercial deviations and variations from and exceptions to the specifications and documents for

These deviations and variations are exhaustive. Except these deviations and variations, the entire work shall be performed as per your specifications and documents.

Sl. No. Vol/Section Clause No. Page No: As specified in the specification Commercial Deviation and Variations to the specification

NOTE : Continuation sheets of like size and format may be used as per Bidder's requirement and shall be annexed to this schedule.

Place Printed Name

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

(Technical Deviation)

Bid Enquiry No. MESCOM/2025-26/EL/WORK_INDENT395

Bidder’ s Name and Address: Please fill only in blue cells

SUPERINTENDING ENGINEER (ELE) (PROJ),

CORPORATE OFFICE, MESCOM,

2nd FLOOR, MESCOM BHAVANA,

BEJAI, MANGALURU – 575 004

Email: [email protected]

The following are the Technical deviations and variations from and exceptions to the specifications and documents for

These deviations and variations are exhaustive. Except these deviations and variations, the entire work shall be performed as per your specifications and documents.

Sl. No. Vol./Section Clause / Page No: As per specified in the specification Technical Deviation and variations to the specification

Place Printed Name

NOTE : 1) Continuation sheets of like size and format may be used as per Bidder’s requirement and shall be annexed to this schedule. 2) The deviations and variations, if any, shall be brought out separately for each equipment and are to be submitted in five copies

Schedule - 10 (iii)

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No. MESCOM/2025-26/EL/WORK_INDENT395

Please fill only in blue cells

Bidder’ s Name and Address:

SUPERINTENDING ENGINEER (ELE) (PROJ),

CORPORATE OFFICE, MESCOM,

2nd FLOOR, MESCOM BHAVANA,

BEJAI, MANGALURU – 575 004

Email: [email protected]

We propose the following deployments of manpower for this package

Sl.No. Catergory Month after placement of the Award letter

1 Project Manager

2 Sr. Project Engr/Engr

5 Skilled Labour

6 Unskilled Labour

Date: Signature

Place Printed Name

Note : Continuation sheets of like size and format may be used as per Bidder’s requirement and shall be annexed to this schedule.

MANGALORE ELECTRICITY SUPPLY COMPANY LIMITED

Construction of 33 kV link line from Ajekar to Yennehole by tapping existing 33kV Hiriyadka to Ajekar SC line from existing 'M+6' type tower located at Ajekar Junction for a distance of 3.92 kms in Hebri Subdivision, Karkala Division, Udupi District

Bid Enquiry No. MESCOM/2025-26/EL/WORK_INDENT395

(Guarantee Declaration)

Bidder’ s Name and Address: Please fill only in blue cells

SUPERINTENDING ENGINEER (ELE) (PROJ),

CORPORATE OFFICE, MESCOM,

2nd FLOOR, MESCOM BHAVANA,

BEJAI, MANGALURU – 575 004

Email: [email protected]

Dear sirs, We declare that the rating and performance figures of the equipment furnished by us against this bid enquiry are guaranteed. We also declare that in the event of any deficiencies in meeting the guarantees in respect of the characteristics as established after conducting the performance test, you may at your discretion reject the equipment, in which case we shall replace the same with equipment as per specification and meeting the guarantee, free of charge and within a reasonable time, to be mutually agrees.

Place Printed Name