Construction of retaining wall near Bellippady Sri Sakaleshwara Panchalingeshwara Mahadeva temple in Puttur taluk of Dakshina Kannada 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.

Programme of work

Name of work: Construction of retaining wall near Bellippady Sri Sakaleshwara Panchalingeshwara Mahadeva temple in Puttur taluk of Dakshina Kannada district.

MI/2026-27/FP/WORK_INDENT11668

SNo Item Name Unit Estimate Quantity Rate Amount 1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

1 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 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 charges as per the direction of Engineer in charge. Cum 209.60 114.24 23,944.70 150.00 17,136.00 59.60 6,808.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23,944.70

2 Earth work excavation for Foundation by mechanical means In all kinds of soil & 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work-In all kinds of soils Depth upto 3 m, (Under water situation) .complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 209.60 118.88 24,917.25 120.00 14,265.60 50.00 5,944.00 39.60 4,707.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24,917.25

3 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 31.44 6,707.68 210,889.46 0.00 11.00 73,784.48 11.00 73,784.48 9.44 63,320.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210,889.46

4 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 charges as per the direction of Engineer in charge. Cum 982.50 7,664.16 7,530,037.20 0.00 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 110.00 843,057.60 102.50 785,576.40 0.00 7,530,037.20

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- All other type of structures. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. tonne 7.08 89,621.28 634,787.53 0.00 0.78 69,904.60 0.78 69,904.60 0.78 69,904.60 0.80 71,697.02 0.80 71,697.02 0.80 71,697.02 0.78 69,904.60 0.78 69,904.60 0.78 70,173.46 0.00 634,787.53

6 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 62.88 1,431.36 90,003.92 0.00 21.00 30,058.56 21.00 30,058.56 20.88 29,886.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,003.92

7 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper 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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 450.31 508.48 228,973.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 76,272.00 300.31 152,701.63 228,973.63

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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. m 237.60 377.44 89,679.74 0.00 0.00 0.00 80.00 30,195.20 0.00 80.00 30,195.20 0.00 77.60 29,289.34 0.00 0.00 0.00 89,679.74

EW/embankment 869.51 696.00 Cum

Cement concrete 1013.94 812.00 Cum

Steel 7.08 5.70 MT

WORK DONE CERTIFICATE

Name of the Department

Name of Division

1 Name of work :

2 Estimated Cost :

3 Agreement No. :

4 Name of Contractor :

5 Tendered cost :

6 Date of work order :

7 Stipulated period of completion :

8 Intended date of Complition :

9 Final Date of completion, (For completed work) :

10 Revised amount of work (including claims/extra/arbitration amount,if any) :

11 Cost of work executed :

12 Balance cost of work :

13 Whether final bill is paid :

14 Reasons for non completion of work in schedule period of completion :

15 Whether any penalties fine/stop notice/compensation/liquidated damage imposed/Imposed & canceled :

a) Earth Excavation :

b) Embankment :

c) Providing & laying M-15 :

d) Providing & laying M-10 :

f) Rubber & Earth Filling :

g) Providing & laying M-20

16 Remarks of the Engineer performance of the Contractor working style quality consciousness tendency of claims :

Divisional Officer