Construction of Protection wall near Rambhapuri Matha of B Kanabur Village in N R Pura Taluk of Chikkamagalur District.

Format for 3.2 (b)

SI.No Name of Work Estimated cost Tendered cost Cost of work executed Cost of work to be executed Date of agreement Stipulated period of completion Scheduled date of completion

Divisional Officer

Note:- The statement showing the value of existing commitments and On - Going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the employer in charge, not below the rank of an Executive Engineer or equivalent.

Activity chart of Construction of Protection wall near Rambhapuri Matha of B Kanabur Village in N R Pura Taluk of Chikkamagalur District. ). (Total Duration - 6 Months (Including Monsoon)

Sl. No. Activity Year 2026-27

Quantity Unit Duration in Months Aug May June July Aug Sept Oct Total Amount 100000

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 and as directed by Engineer in Charge. 17.00 100 Sqm 0.5 0.07 0.07 393.00 6681.00 0.07

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 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work etc., In all kinds of soils Depth upto 3 m. (0 to 3.0m) complete with all lead and lifts and as directed by Engineer in Charge. 564.12 cum 0.5 0.58 0.58 102.00 57540.24 0.58

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 ordinary/soft rock without blasting upto 1.5 m depth. (0 to 1.5m) complete with all lead and lifts and as directed by Engineer in Charge. 170.10 cum 0.5 0.62 0.62 363.00 61746.30 0.62

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 etc., complete with all lead and lifts and as directed by Engineer in Charge. 63.54 cum 1.0 3.81 3.81 5989.00 380541.06 3.81

5 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 etc., complete with all lead and lifts and as directed by Engineer in Charge. 111.60 cum 2.0 3.82 3.82 7.64 6843.00 763678.80 7.64 3.818394 127279.8

6 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. complete with all lead and lifts and as directed by Engineer in Charge. 478.35 cum 3.0 9.93 9.93 9.93 29.79 6227.00 2978685.45 29.79 9.9289515

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 Dam & Allied Works. etc., complete with all lead and lifts and as directed by Engineer in Charge. 57.13 tonne 4.0 11.43 11.43 11.43 11.43 45.71 80019.00 4571485.47 45.71 11.428713675

8 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 and as directed by Engineer in Charge. 144 m 3.0 0.16 0.16 0.16 0.49 337.00 48528.00 0.49 0.16176

9 Providing casing embankment using semi-pervious / pervious 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. complete with all lead and lifts and as directed by Engineer in Charge. 4410.00 cum 1.0 27.74 27.74 629.00 2773890.00 27.74

Mile stone 16.49 50.68 49.26

Cumulative Mile stone 16.49 67.17 116.43 3.89