Construction Of Checkdam In K Kodihalli Village Across Shimsha River To Facilitate Somanhalli LIS in Maddur Taluk Mandya District

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

Construction Of Checkdam In K Kodihalli Village Across Shimsha River To Facilitate Somanhalli LIS in Maddur Taluq Mandya District

Total Duration - 11 Months (Including Monsoon)

Sl. No. Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total Check

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

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.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. 100 Sqm 750.00 393.00 294750.00 750.00 294750.00 750.00 294750.00 0.00 0.00

2 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..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Each 1000.00 25.50 25500.00 1000.00 25500.00 1000.00 25500.00 0.00 0.00

3 Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Each 50400.00 68.00 3427200.00 15000.00 1020000.00 15000.00 1020000.00 15000.00 1020000.00 5400.00 367200.00 50400.00 3427200.00 0.00 0.00

4 Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work.. Cum 630.00 482.00 303660.00 200.00 96400.00 230.00 110860.00 200.00 96400.00 0.00 0.00 630.00 303660.00 0.00 0.00

5 Dewatering pump 10 hp diesel(Hire charges+fuel charges+crew charges=9+242+115)=406.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Hour 1920.00 406.00 779520.00 500.00 203000.00 500.00 203000.00 500.00 203000.00 420.00 170520.00 1920.00 779520.00 0.00 0.00

6 De-silting of 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..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 45360.00 54.00 2449440.00 15000.00 810000.00 15000.00 810000.00 15360.00 829440.00 0.00 45360.00 2449440.00 0.00 0.00

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 3.00 m complete.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 2915.00 102.00 297330.00 915.00 93330.00 500.00 51000.00 500.00 51000.00 1000.00 102000.00 2915.00 297330.00 0.00 0.00

8 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 From 3.00 m.to 6.00 mtr Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work.. Cum 565.92 117.00 66212.64 365.92 42812.64 200.00 23400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 565.92 66212.64 0.00 0.00

9 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 From Above 6.00 mtr Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work.. Cum 556.48 144.00 80133.12 300.00 43200.00 256.48 36933.12 556.48 80133.12 0.00 0.00

10 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.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 978.39 363.00 355155.57 500.00 181500.00 478.39 173655.57 0.00 0.00 978.39 355155.57 0.00 0.00

11 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..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 268.24 5989.00 1606489.36 0.00 0.00 0.00 0.00 68.24 408689.36 50.00 299450.00 100.00 598900.00 50.00 299450.00 268.24 1606489.36 0.00 0.00

12 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20mm 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..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 3219.11 6843.00 22028369.73 100.00 684300.00 100.00 684300.00 119.11 815069.73 350.00 2395050.00 350.00 2395050.00 350.00 2395050.00 350.00 2395050.00 500.00 3421500.00 500.00 3421500.00 500.00 3421500.00 3219.11 22028369.73 0.00 0.00

13 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all aterials, 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 Dam & Allied Works.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Tonne 26.55 69749.00 1851696.45 6.55 456855.95 5.00 348745.00 15.00 1046095.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.55 1851696.45

14 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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...Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 1108.80 257.00 284961.60 500.00 128500.00 600.00 154200.00 0.00 0.00 0.00 0.00 8.80 2261.60 1108.80 284961.60 0.00 0.00

15 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 720.0000 474.00 341280.00 0.00 0.00 500.00 237000.00 220.00 104280.00 0.00 0.00 720.00 341280.00 0.00 0.0000

16 Providing and constructing dry size stone pitching using 200 to 250mm 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.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Sqm 1620.00 388.00 628560.00 150.00 58200.00 350.00 135800.00 520.00 201760.00 350.00 135800.00 250.00 97000.00 0.00 0.00 1620.00 628560.00 0.00 0.00

17 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..Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. Cum 980.00 1278.00 1252440.00 350.00 447300.00 380.00 485640.00 250.00 319500.00 0.00 0.00 980.00 1252440.00 0.00 0.00

18 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.Including loading and unloading Charges,including Machineries, Labour and Including all lead and lift and as per the direction of Engineer In charge Of the Work. mtr 132.84 337.00 44767.08 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.00 132.84 44767.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 132.84 44767.08 0.00 0.00

Milestone 1st Milestone 2nd Milestone 3rd Milestone 4th Milestone

APT 36117465.55 27960262.68 Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Earthwork excavation 40876.63 Cum 40877.00

Cement Concrete both PCC and RCC 2789.880 Cum 2790.00

12039155.184 0.321 Reinforcement of Steel 21.240 MT 22.00

Annual turn over Rs 722.35 Lakhs Lakhs 722.35 Lakhs

Line of credit 11594362.24 Lakhs 115.95 Lakhs

Similar nature of work Rs 180.59 Lakhs Lakhs 180.59 Lakhs

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

Construction Of Checkdam In K Kodihalli Village Across Shimsha River To Facilitate Somanhalli LIS in Maddur Taluq Mandya District

Total Duration -11 Months (Including Monsoon)

1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month