Construction of Check Dam-cum-Bridge in Series across Sulehalla at the Road Connecting Handanahalli and Shivasandra Villages and across the Road Leading from Handanahalli Village to Farm Lands near Survey Nos. 71 & 72, Nittur Hobli, Gubbi Taluk, Tumakuru District.

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

Construction of Check Dam-cum-Bridge in Series across Sulehalla at the Road Connecting Handanahalli and Shivasandra Villages and across the Road Leading from Handanahalli Village to Farm Lands near Survey Nos. 71 & 72, Nittur Hobli, Gubbi Taluk, Tumakuru District.

MI/2026-27/DA/WORK_INDENT12305

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.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work 100 Sqm 393.0 55.00 21615.00 27.50 10807.50 27.50 10807.50

2 De-silting in 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 54.0 2450.00 132300.00 816.67 44100.00 816.67 44100.00 816.67 44100.00

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 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 102 1201.13 122515.26 400.38 40838.42 400.38 40838.42 400.38 40838.42

4 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 forDAM AND ALLIED WORKS, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Tonne 89836.00 10.96 984602.56 1.57 140657.51 1.57 140657.51 1.57 140657.51 1.57 140657.51 1.57 140657.51 1.57 140657.51 1.57 140657.51

5 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 for Super structure of Bridges, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Tonne 87758.00 4.28 375604.24 0.54 46950.53 0.54 46950.53 0.54 46950.53 0.54 46950.53 0.54 46950.53 0.54 46950.53 0.54 46950.53 0.54 46950.53

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 for Sub structure of Bridges Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Tonne 87532.00 9.36 819299.52 1.34 117042.79 1.34 117042.79 1.34 117042.79 1.34 117042.79 1.34 117042.79 1.34 117042.79 1.34 117042.79

7 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 5989.00 31.14 186497.46 7.79 46624.37 7.79 46624.37 7.79 46624.37 7.79 46624.37

8 Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 6413.81 149.76 960532.19 21.39 137218.88 21.39 137218.88 21.39 137218.88 21.39 137218.88 21.39 137218.88 21.39 137218.88 21.39 137218.88

9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications, M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 7160.63 174.15 1247007.25 24.88 178143.89 24.88 178143.89 24.88 178143.89 24.88 178143.89 24.88 178143.89 24.88 178143.89 24.88 178143.89

10 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. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 6843.00 780.56 5341372.08 97.57 667671.51 97.57 667671.51 97.57 667671.51 97.57 667671.51 97.57 667671.51 97.57 667671.51 97.57 667671.51 97.57 667671.51

11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 8448.09 61.30 517867.92 20.43 172622.64 20.43 172622.64 20.43 172622.64

12 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 13087.00 7.40 96778.37 3.70 48389.18 3.70 48389.18

13 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and 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. M 2492 11.00 27412.00 3.67 9137.33 3.67 9137.33 3.67 9137.33

14 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 1278.00 44.80 57254.40 22.40 28627.20 22.40 28627.20

15 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work m 337.00 36.00 12132.00 18.00 6066.00 18.00 6066.00

16 Providing and constructing dry size stone pitching using 200 to 250 mm size stones 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 into joints, finishing and all other ancillary operations complete. 300mm thick., complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. Sqm 388.00 770.00 298760.00 385.00 149380.00 385.00 149380.00

17 Providing casing embankment using semi-pervious / pervious soil from dump 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 225.00 342.00 76950.00 114.00 25650.00 114.00 25650.00 114.00 25650.00

1st milestone 2nd milestone 3rd milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 3432436.65 3,400 Per day

Mile Stone 2 8823693.44 8,800 Per day

Mile Stone 3 11278500.23 11,300 Per day

Earthwork both in excavation & Embankment combined quantities 3993.13 Cum 3195.00

Cement concrete both RCC and PCC 1204.30 Cum 964.00

Reinforcement of Steel 24.60 Tonne 20.00

Revetment/Pitching 770.00 Sqm 616.00

Annual turn over Rs 225.60 Lakhs

Similar nature of work Rs 56.40 Lakhs