Improvement works to the Theerthakere of Uppundha Sri Durgaparameshwari temple at Uppundha grampanchayath limit in Byndoor constituency of Udupi district

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

Programme of work

Name of work :Improvement works to the Theerthakere of Uppundha Sri Durgaparameshwari temple at Uppundha grampanchayath limit in Byndoor constituency of Udupi district

MI/2026-27/MT/WORK_INDENT12079

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 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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 391.92 60.48 23,703.32 391.92 23,703.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23,703.32

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 In all kinds of soils Depth upto 3 m (under watery situation) complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 273.62 118.88 32,527.95 80.00 9,510.40 75.00 8,916.00 60.00 7,132.80 58.62 6,968.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,527.95

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 charges as per the direction of Engineer in charge. Cum 207.18 114.24 23,668.24 60.00 6,854.40 60.00 6,854.40 60.00 6,854.40 27.18 3,105.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23,668.24

4 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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 166.910 1,431.36 238,908.30 30.00 42,940.80 35.00 50,097.60 35.00 50,097.60 35.00 50,097.60 31.91 45,674.70 0.00 0.00 0.00 0.00 0.00 0.00 238,908.30

5 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 charges as per the direction of Engineer in charge. Cum 42.06 6,707.68 282,125.02 9.00 60,369.12 9.00 60,369.12 9.00 60,369.12 9.00 60,369.12 6.06 40,648.54 0.00 0.00 0.00 0.00 0.00 0.00 282,125.02

6 Providing and constructing coursed rubble face stone masonry using approved stones in cement mortar 1 : 4 proportion by volume including cost of all materials, machinery, labour, ramps, cleaning, packing mortar and wedging stone chips into joints, curing and all other ancillary operations complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 530.02 5,947.20 3,152,134.94 0.00 75.00 446,040.00 75.00 446,040.00 75.00 446,040.00 75.00 446,040.00 75.00 446,040.00 75.00 446,040.00 80.02 475,894.94 0.00 0.00 0.00 3,152,134.94

7 Providing and constructing un-coursed rubble stone masonry for sub-structure with approved stones in CM 1 : 4 proportion by volume portions of return walls/ abutments/ similar structure including cost of all materials, labour, cleaning, batching and mixing mortar, packing mortar and wedging stone chips into joints, finishing, curing and all other ancillary operations complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 82.36 4,779.04 393,601.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 191,161.60 42.36 202,440.13 0.00 393,601.73

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 342.73 377.44 129,360.01 0.00 75.00 28,308.00 0.00 75.00 28,308.00 0.00 75.00 28,308.00 0.00 75.00 28,308.00 0.00 42.73 16,128.01 0.00 129,360.01

9 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, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 648.00 297.92 193,052.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 648.00 193,052.16 193,052.16

10 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. sqm 201.08 2,335.20 469,562.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 233,520.00 101.08 236,042.02 469,562.02

11 Providing and laying reinforced cement concrete pipe NP3 of 750 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. m 20.00 3,735.20 74,704.00 0.00 0.00 0.00 0.00 10.00 37,352.00 0.00 10.00 37,352.00 0.00 0.00 0.00 0.00 74,704.00

12 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. sqm 866.40 1,196.16 1,036,353.02 0.00 0.00 0.00 0.00 0.00 0.00 175.00 209,328.00 175.00 209,328.00 175.00 209,328.00 175.00 209,328.00 166.40 199,041.02 1,036,353.02

De-silting/EW/embankment 1520.72 1,217.00 Cum

Coursed/uncoursed rubble stone masonry 612.38 490.00 Cum

Rubble stone/boulder filling 166.91 134.00 Cum

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.