Improvements to feeder halla flowing from Kanchaghatta to Tiptur Uramundinakere in Kasaba hobli, Tiptur taluk, Tumkur district.

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

IMPROVEMENTS TO TIPTURU AMANIKERE IN TIPTURU TALUK TUMAKURU DISTRICT.

SL No. Item Unit Rate Qty Amount 1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii )By mechanical means using Dozer (a)In area of light jungle.( Item No. 2.5 (ii) a , Page No. 9, Schedule Of Rates For Road and Bridge works 2023-2024 , Public Work Department , Volume -3 ) Sqm 404.79 240.00 97149.60 120.00 48574.80 120.00 48574.80

2 De-silting of tank bed /Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification. (Item No 3.12, Page No. 140 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) Cum 55.62 33378.00 1856484.36 6675.60 371296.87 6675.60 371296.87 6675.60 371296.87 6675.60 371296.87 6675.60 371296.87

3 De-silting of tank bed /Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.(Item No 3.13, Page No. 140 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) Cum 96.82 15606.00 1510997.16 3121.20 302199.43 3121.20 302199.43 3121.20 302199.43 3121.20 302199.43 3121.20 302199.43

4 Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering, & all necessary works as directed and complete as per specification. (Item No 3.15 , Page No. 140 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) Cum 482.04 7215.90 3478352.44 3607.95 1739176.22 3607.95 1739176.22

5 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as directed and complete as per specification.(Item No 3.2 , Page No. 139 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common schedule of rates 2023-24,government of KarnataKa,VOLUME - 4) sqm 383.16 4800.00 1839168.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00 533.33 204352.00

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 all kinds of soils Depth upto 3 m.( Item No. 1.14.1 , Page No. 8, Common Schedule Of Rates For Engineering Department 2023 - 24 , Public Work Department , Volume -1 ) Cum 105.06 5449.11 572483.08 2724.55 286241.54 2724.55 286241.54

7 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 all kinds of soils Depth upto 3 m.( Item No. 1.14.1 , Page No. 8, Common Schedule Of Rates For Engineering Department 2023 - 24 , Public Work Department , Volume -1 ) cum 73.00 33.60 2452.80 16.80 1226.40 16.80 1226.40

8 Excavating grip trenches od specified size in all kinds of soil cum 257.50 720.00 185400.00 360.00 92700.00 360.00 92700.00

9 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. (Item No 2.13, Page No. 39, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) Cum 6249.01 118.50 740507.69 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63 13.17 82278.63

10 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. (Item No 2.13, Page No. 39, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) cum 5617.74 5.04 28313.41 1.68 9437.80 1.68 9437.80 1.68 9437.80

11 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. (Item No 1.12, Page No. 130, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common schedule of rates 2023-24,government of KarnataKa,VOLUME - 4) Cum 7048.29 716.94 5053201.03 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78 79.66 561466.78

12 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. (Item No 1.12, Page No. 130, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common schedule of rates 2023-24,government of KarnataKa,VOLUME - 4) cum 6564.80 42.70 280316.96 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33 4.74 31146.33

13 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 technial specification. e.All other type of structures .(Item No 2.11(h) , Page No. 18 ,Common Schedule Of Rates For Engineering Department 2023-24 , Public Work Department , Volume -1 ) tonne 71841.47 24.72 1775921.14 3.09 221990.14 3.09 221990.14 3.09 221990.14 3.09 221990.14 3.09 221990.14 3.09 221990.14 3.09 221990.14 3.09 221990.14

14 Supplying, fitting and placing 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 technial specification. e.All other type of structures .(Item No 2.11(h) , Page No. 18 ,Common Schedule Of Rates For Engineering Department 2023-24 , Public Work Department , Volume -1 ) tonne 87624.45 0.46 40307.25 0.06 5038.41 0.06 5038.41 0.06 5038.41 0.06 5038.41 0.06 5038.41 0.06 5038.41 0.06 5038.41 0.06 5038.41

15 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.41.2 300mm thick (Item No3.41.2, Page No. 54 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) Sqm 468.65 272.00 127472.80 90.67 42490.93 90.67 42490.93 90.67 42490.93

16 Providing rubble stone/boulder filling between or behind abutment/below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.(Item No 1.8 , Page No. 7, (Item No 1.12, Page No. 130, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common schedule of rates 2023-24,government of KarnataKa,VOLUME - 4) cum 1316.34 82.80 108992.95 20.70 27248.24 20.70 27248.24 20.70 27248.24 20.70 27248.24

17 Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications.(Item No 9.27, Page No.63,Public Work Department Schedule Of Rates For Buildings 2023-24 , Volume -2 ) sqm 2459.64 140.00 344349.60 70.00 172174.80 70.00 172174.80

18 Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.(Item No 2.28, Page No. 41 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) CUM 532.51 4124.58 2196377.97 1031.14 549094.49 1031.14 549094.49 1031.14 549094.49 1031.14 549094.49

19 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Item No 11.25.2, Page No.84,Public Work Department Schedule Of Rates For Buildings 2023-24 , Volume -2 ) kg 140.08 15307.88 2144327.83 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98 1913.49 268040.98

20 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)(Item No 11.58 , Page No. 95,Public Work Department Schedule Of Rates For Buildings 2023-24 , Volume -2 ) cum 827.09 684.00 565729.56 85.50 70716.20 85.50 70716.20 85.50 70716.20 85.50 70716.20 85.50 70716.20 85.50 70716.20 85.50 70716.20 85.50 70716.20

21 Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles & all necessary works with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti-corrosive bituminous black paint over a coat of zinc chromate red oxide specifications and primer paint, seal fixing & all necessary works complete as per approved drawings and as directed and complete as per specification. (Item No 2.2, Page No. 133, Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) kg 207.03 1000.00 207030.00 500.00 103515.00 500.00 103515.00

22 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Item No.4.17, Page No. 26, Schedule Of Rates For Road and Bridge Works 2023-24 , Public Work Department , Volume -3 ) cum 2635.77 504.00 1328428.08 168.00 442809.36 168.00 442809.36 168.00 442809.36

23 Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)-(Vol-3, Page No-52, Sl No-6.8.3, SR 2023-2024) sqm 1339.00 2016.00 2699424.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00 224.00 299936.00

24 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)600 x 200 x 100 mm size-.(Vol-3, Page No-74, Item No-8.42.2, SR 2023-2024) m 257.50 960.00 247200.00 480.00 123600.00 480.00 123600.00

25 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.3.45.20 - 450 sq.m (Item No 3.45.1, Page No. 55 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common schedule of rates 2023-24,government of KarnataKa,VOLUME - 4) sqm 1135.06 6346.50 7203658.29 3173.25 3601829.15 3173.25 3601829.15

26 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) ( Item No. 10.16 , Page No. 95, Schedule Of Rates For Road and Bridge works 2023-2024 , Public Work Department , Volume -3 ) sqm 498.52 1344.00 670010.88 672.00 335005.44 672.00 335005.44

27 Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)( Item No. 10.16 , Page No. 95, Schedule Of Rates For Road and Bridge works 2023-2024 , Public Work Department , Volume -3 ) m 36.05 1440.00 51912.00 720.00 25956.00 720.00 25956.00

28 Providing hearting / casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm ( before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. (Item No 3.4, Page No. 47 , Department minor irrigation & ground Water Development Department KarnataKa power corporation limited uniform common scheDule of rates 2023-24,government of KarnataKa,VOLUME - 4) CUM 630.36 5295.90 3338323.52 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25

29 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. C-750mm dia (Item No 20.16 C , Page No. 135 ,Common Schedule Of Rates for Roads and Bridges 2021 - 2022, Public Work Department , Volume -3 ) kg 3435.05 20.00 68701.00 20.00 68701.00

30 Painting Two Coats on New Concrete Surfaces : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Item No 8.10, Page No. 66 ,Common Schedule Of Rates for Roads and Bridges 2023 - 2024, Public Work Department , Volume -3 ) sqm 114.45 6192.00 708674.40 3096.00 354337.20 3096.00 354337.20

31 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.(Made of G.I. wire of dia 4 mm) With G.I. barbed wire(Item No 11.57 , Page No. 95,Public Work Department Schedule Of Rates For Buildings 2023-24 , Volume -2 ) cum 18.54 972.00 18020.88 486.00 9010.44 486.00 9010.44

32 hariyala or other approved quality turfing sods sqm 153.00 2405.02 367968.06 1202.51 183984.03 1202.51 183984.03

1st milestone 2nd milestone 3rd milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 13138439.28 13,100 Per day

Mile Stone 2 25096213.25 25,100 Per day

Mile Stone 3 39857656.73 39,900 Per day

Earthwork both in excavation & Embankment combined quantities 67698.51 Cum 59083.00

Cement concrete both RCC and PCC 883.18 Cum 771.00

Reinforcement of Steel 25.18 Tonne 22.00

Revitment/Pitching 6346.50 sqm 5538.80

Hariyala/turfing 2405.02 sqm 2099.00

Annual turn over Rs 797.20 Lakhs

Line of credit 14,761,443.47 147.70

Similar nature of work Rs 199.30 Lakhs

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

Comprehensive Development of Tiptur Uramundinakere in Kasaba hobli, Tiptur taluk, Tumkur district.

MI/2025-26/MT/WORK_INDENT8671

SL No. Item Unit Rate Qty Amount 1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (II) By Mechanical Means using Dozer (a) In area of light jungle Sqm 404.79 240.00 97149.60 240.00 97149.60

2 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen the existing bund including disposing off the excavated soil in in specified dump area & all necessary works as directed and complete as per specification. Cum 257.5 720.00 185400.00 120.00 30900.00 120.00 30900.00 120.00 30900.00 120.00 30900.00 120.00 30900.00 120.00 30900.00

3 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 all kinds of soils Depth upto 3 m Cum 105.06 5482.71 576013.09 2741.35 288006.55 2741.35 288006.55

4 Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete Cum 532.51 4124.58 2196377.97 2062.29 1098188.98 2062.29 1098188.98

5 Providing hearting / casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. Cum 630.36 5295.90 3338323.52 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25 882.65 556387.25

6 Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering, & all necessary works as directed and complete as per specification. Cum 482.04 7215.90 3478352.44 1202.65 579725.41 1202.65 579725.41 1202.65 579725.41 1202.65 579725.41 1202.65 579725.41 1202.65 579725.41

7 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as directed and complete as per specification Sqm 383.16 4800.00 1839168.00 1200.00 459792.00 1200.00 459792.00 1200.00 459792.00 1200.00 459792.00

8 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete. 450 mm thick Sqm 1135.06 6346.50 7203658.29 2115.50 2401219.43 2115.50 2401219.43 2115.50 2401219.43

9 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification Sqm 157.59 2405.02 379007.10 1202.51 189503.55 1202.51 189503.55

10 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. Cum 6168.67 123.54 762077.49 30.89 190519.37 30.89 190519.37 30.89 190519.37 30.89 190519.37

11 Providing and laying insitu vibrated M-20 grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. Cum 7048.29 725.68 5114803.09 181.42 1278700.77 181.42 1278700.77 181.42 1278700.77 181.42 1278700.77

12 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. h. All other type of Structure Tonne 71841.47 25.1500 1806812.97 6.29 451703.24 6.29 451703.24 6.29 451703.24 6.29 451703.24

13 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. Sqm 498.52 1344.00 670010.88 448.00 223336.96 448.00 223336.96 448.00 223336.96

14 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2635.77 504.00 1328428.08 504.00 1328428.08

15 Providing and laying 100mm thick factory made precast M-40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Sqm 1339.00 2016.00 2699424.00 1008.00 1349712.00 1008.00 1349712.00

16 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. 600 x 200 x 100 mm size M 257.50 960.00 247200.00 480.00 123600.00 480.00 123600.00

17 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 112.27 1440.00 161668.80 720.00 80834.40 720.00 80834.40

18 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. Kg 140.08 18258.91 2557708.11 9129.46 1278854.06 9129.46 1278854.06

19 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Sqm 827.09 684.00 565729.56 342.00 282864.78 342.00 282864.78

20 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m, between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire M 18.54 1140.00 21135.60 570.00 10567.80 570.00 10567.80

21 De-silting in tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. Cum 96.82 11970.00 1158935.40 3990.00 386311.80 3990.00 386311.80 3990.00 386311.80

22 De-silting in tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle including cost of all machinery, labour & all necessary works as directed and complete as per specification. Cum 55.62 28770.00 1600187.40 9590.00 533395.80 9590.00 533395.80 9590.00 533395.80

23 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Cum 1316.34 82.80 108992.95 41.40 54496.48 41.40 54496.48

24 Providing and constructing dry rubble stone pitching with pin headers at 2 per m 2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick Sqm 468.65 225.00 105446.25 112.50 52723.13 112.50 52723.13

25 Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles & all necessary works with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti-corrosive bituminous black paint over a coat of zinc chromate red oxide specifications and primer paint, seal fixing & all necessary works complete as per approved drawings and as directed and complete as per specification. Kg 207.03 1000.00 207030.00 500.00 103515.00 500.00 103515.00

26 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. c. 750mm dia M 3435.05 20.00 68701.00 20.00 68701.00

27 Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 2459.64 140.00 344349.60 70.00 172174.80 70.00 172174.80

28 Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. M 36.05 1440.00 51912.00 720.00 25956.00 720.00 25956.00

29 Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade sqm 98.88 9072.00 897039.36 4536.00 448519.68 4536.00 448519.68

1st milestone 2nd milestone 3rd milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 12600072.70 12,600 Per day

Mile Stone 2 26699421.67 26,700 Per day

Mile Stone 3 39771042.55 39,800 Per day

Earthwork both in excavation & Embankment combined quantities 63579.08 Cum 55488.00

Cement concrete both RCC and PCC 849.22 Cum 742.00

Reinforcement of Steel 25.15 Tonne 22.00

Revitment/Pitching 11371.50 sqm 9924.30

Hariyala/turfing 2405.02 sqm 2099.00

Annual turn over Rs 795.50 Lakhs

Line of credit 14,283,057.93 142.90

Similar nature of work Rs 198.90 Lakhs

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

Improvements to feeder halla flowing from Kanchaghatta to Tiptur Uramundinakere in Kasaba hobli, Tiptur taluk, Tumkur district.

MI/2026-27/OW/WORK_INDENT12199

SL No. Item Unit Rate Qty Amount 1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work 100 Sqm 404.79 225.00 91077.75 225.00 91077.75

Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete., complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. each 26.27 600.00 15762.00 600.00 15762.00

2 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 50m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils depth up to 3 m. complete with all lead and lifts, loading and unloading as per the specification, drawing and direction of the engineer in charge of the work. Cum 105.06 3583.39 376470.95 1194.46 125490.32 1194.46 125490.32 1194.46 125490.32

5 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. Cum 6168.67 119.88 739500.16 19.98 123250.03 19.98 123250.03 19.98 123250.03 19.98 123250.03 19.98 123250.03 19.98 123250.03

6 Providing and laying insitu vibrated M-20 grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. Cum 7048.29 1405.26 9904680.01 175.66 1238085.00 175.66 1238085.00 175.66 1238085.00 175.66 1238085.00 175.66 1238085.00 175.66 1238085.00 175.6575 1238085.001 175.6575 1238085.001

7 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. h. All other type of Structure Tonne 82419.57 18.65 1536960.14 2.33 192120.02 2.33 192120.02 2.33 192120.02 2.33 192120.02 2.33 192120.02 2.33 192120.02 2.331 192120.01767 2.331 192120.01767

9 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete., complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. each 278.1 22.00 6118.20 7.33 2039.40 7.33 2039.40 7.33 2039.40

1st milestone 2nd milestone 3rd milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 3713470.82 3,700 Per day

Mile Stone 2 9804040.97 9,800 Per day

Mile Stone 3 12670569.21 12,700 Per day

Earthwork both in excavation & Embankment combined quantities 3583.39 Cum 2867.00

Cement concrete both RCC and PCC 1525.14 Cum 1221.00

Reinforcement of Steel 18.65 Tonne 15.00

Annual turn over Rs 253.50 Lakhs

Line of credit 4,785,855.45 47.90

Similar nature of work Rs 63.40 Lakhs