Construction of check dam cum cause way across Nidavalalu Tank feeder halla and Improvements to Rajagaluve in Hebburu Hobli Tumkur Taluk Tumkur District.

TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART

Construction of check dam cum cause way across Nidavalalu Tank feeder halla and Improvements to Rajagaluve in Hebburu Hobli Tumkur Taluk Tumkur District.

MI/2025-26/DA/WORK_INDENT11589

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 91.00 35763.00 45.50 17881.50 45.50 17881.50

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 54.0 400.00 21600.00 133.33 7200.00 133.33 7200.00 133.33 7200.00

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 3846.48 392340.96 1282.16 130780.32 1282.16 130780.32 1282.16 130780.32

4 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 189.50 1134915.50 23.69 141864.44 23.69 141864.44 23.69 141864.44 23.69 141864.44 23.69 141864.44 23.69 141864.44 23.69 141864.44 23.69 141864.44

5 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 6843 970.66 6642226.38 121.33 830278.30 121.33 830278.30 121.33 830278.30 121.33 830278.30 121.33 830278.30 121.33 830278.30 121.33 830278.30 121.33 830278.30

6 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 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 workrk Cum 6734 107.45 723568.30 13.43 90446.04 13.43 90446.04 13.43 90446.04 13.43 90446.04 13.43 90446.04 13.43 90446.04 13.43 90446.04 13.43 90446.04

9 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 structures complete as per specification with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Tonne 89836 33.23 2985250.28 4.15 373156.29 4.15 373156.29 4.15 373156.29 4.15 373156.29 4.15 373156.29 4.15 373156.29 4.15 373156.29 4.15 373156.29

18 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 300mm thick, Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 455.00 80.00 36400.00 40.00 18200.00 40.00 18200.00

20 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 20.00 4500.00 6.67 1500.00 6.67 1500.00 6.67 1500.00

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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 1278.00 94.95 121346.10 47.48 60673.05 47.48 60673.05

1st milestone 2nd milestone 3rd milestone

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 4735339.13 4,700 Per day

Mile Stone 2 10478319.36 10,500 Per day

Mile Stone 3 12097910.52 12,100 Per day

Earthwork both in excavation & Embankment combined quantities 4266.48 Cum 3414.00

Cement concrete both RCC and PCC 1267.61 Cum 1015.00

Reinforcement of Steel 33.23 Tonne 27.00

Annual turn over Rs 242.00 Lakhs

Similar nature of work Rs 60.50 Lakhs