CONSTRUCTION OF CHECK DAM ACROSS HALLA BEHIND VENKATAPPA LAND IN HANUMANAHALLI VILLAGE, SHIVANAHALLI GRAMAPANCHAYATH, KANAKAPURA TALUK, BENGALURU SOUTH DISTRICT.

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

Construction of check dam across Venkatappa land backside lake stream in Hanumanahalli village, Shivanahalli gramapanchayath kanakapura taluk bengaluru south district

MI/2025-26/DA/WORK_INDENT

SL NO ITEM NAME UNIT QUANTITY RATE (INR) TOTAL (INR) 1st MONTH 2nd MONTH 3rd MONTH 4th MONTH 5th MONTH 6th MONTH 7th MONTH 8th MONTH 9th MONTH

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 as per the directions of the engineer incharge of work. 100 sqm 365.05 393.00 143464.65 365.05 143464.65 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 143464.65 0.00

2 Cutting of Trees, excluding removal of stumps and roots of trees. (i) Girth from 300 mm to 600 mm. as per the directions of the engineer incharge of work. Each 93.00 595.00 55335.00 93.00 55335.00 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 55335.00 0.00

3 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.as per the directions of the engineer incharge of work. Each 350.00 25.50 8925.00 350.00 8925.00 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 8925.00 0.00

4 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. as per the directions of the engineer incharge of work. cum 7061.15 54.00 381302.10 1765.29 95325.53 0.00 0.00 0.00 0.00 1765.29 95325.53 0.00 0.00 0.00 0.00 1765.29 95325.53 1765.29 95325.53 0.00 0.00 381302.10 0.00

5 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification. Sqm 841.63 735.00 618598.05 0.00 0.00 841.63 618598.05 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 618598.05 0.00

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. as per the directions of the engineer incharge of work. cum 12235.69 102.00 1248040.38 6117.85 624020.19 6117.85 624020.19 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 1248040.38 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 3 m to 6 m . as per the directions of the engineer incharge of work. cum 893.31 117.00 104517.27 446.66 52258.64 446.66 52258.64 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 104517.27 0.00

8 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.as per the directions of the engineer incharge of work. cum 182.70 1278.00 233490.60 91.35 116745.30 91.35 116745.30 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 233490.60 0.00

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 as per the directions of the engineer incharge of work. cum 152.97 5989.00 916137.33 21.85 130876.76 21.85 130876.76 0.00 0.00 21.85 130876.76 21.85 130876.76 21.85 130876.76 21.85 130876.76 21.85 130876.76 0.00 0.00 916137.33 0.00

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.as per the directions of the engineer incharge of work. cum 2015.00 6843.00 13788645.00 287.86 1969806.43 287.86 1969806.43 0.00 0.00 287.86 1969806.43 287.86 1969806.43 287.86 1969806.43 287.86 1969806.43 287.86 1969806.43 0.00 0.00 13788645.00 0.00

11 Steel Fabrication - 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 - Dam & Allied Works. as per the directions of the engineer incharge of work. Tonne 22.16 79710.00 1766373.60 3.17 252339.09 3.17 252339.09 0.00 0.00 3.17 252339.09 3.17 252339.09 3.17 252339.09 3.17 252339.09 3.17 252339.09 0.00 0.00 1766373.60 0.00

12 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. cum 2758.38 266.00 733727.75 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 1379.19 366863.88 1379.19 366863.88 733727.75 0.00

13 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 344.28 239.00 82282.92 0.00 0.00 0.00 0.00 114.76 27427.64 114.76 27427.64 114.76 27427.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82282.92 0.00

1st Milestone 2nd Milestone 3nd Milestone

LOC 8032335.86 Milestones and liquidity damages

6024251.895 MILESTONES AMOUNT Liquidity damage

Mile Stone 1 7241168.67 7,241.00 Per day 7241.17 Rs 72.41 Lakhs

Mile Stone 2 7209247.63 7,209.00 Per day 14450.42 Rs 72.09 Lakhs

Mile Stone 3 5630423.35 5,630.00 Per day 20080.84 Rs 56.30 Lakhs

EMD 20080839.65 Per day Rs 200.81 Lakhs

200000 Concrete 2167.97 Cum 1734.38

Revetment/pitching 841.63 SQM 673.30

Annual turn over Rs 401.62 Lakhs

Line of credit Rs 76.17 Lakhs

Similar nature of work Rs 100.40 Lakhs