Construction of Retaining wall for Rajakaluve from Adyar garden side to Nethravathi river of Adyar village in Mangaluru taluk of Dakshina Kannada 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

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 for Rajakaluve from Adyar garden side to Nethravathi river of Adyar village in Mangaluru taluk of Dakshina Kannada district

MI/2025-26/FP/WORK_INDENT10234

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 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 7282.500 114.24 831952.80 2000.00 228480.00 1500.00 171360.00 1200.00 137088.00 1200.00 137088.00 1000.00 114240.00 382.50 43696.80 0.00 0.00 0.00 0.00 0.00 831952.80

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 3 m to 6 m complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 1307.100 131.04 171282.38 0.00 260.00 34070.40 266.00 34856.64 264.00 34594.56 266.00 34856.64 251.10 32904.14 0.00 0.00 0.00 0.00 0.00 171282.38

3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 1366.500 3003.84 4104747.36 0.00 200.00 600768.00 205.00 615787.20 200.00 600768.00 202.00 606775.68 200.00 600768.00 207.00 621794.88 152.50 458085.60 0.00 0.00 0.00 4104747.36

4 Dismantling steel cylinder R.C. pipes Above 600 mm diameter including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site to the appropriate disposal area, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. m 307.000 1264.48 388195.36 150.00 189672.00 100.00 126448.00 57.00 72075.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 388195.36

5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.-For Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. Cum 265.170 6279.84 1665225.17 0.00 38.00 238633.92 38.00 238633.92 39.00 244913.76 39.00 244913.76 38.00 238633.92 38.00 238633.92 35.17 220861.97 0.00 0.00 0.00 1665225.17

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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge-For M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 2095.750 10018.51 20996292.33 0.00 230.00 2304257.30 235.00 2354349.85 240.00 2404442.40 242.00 2424479.42 242.00 2424479.42 240.00 2404442.40 236.00 2364368.36 235.00 2354349.85 195.75 1961123.33 0.00 20996292.33

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 with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. For All other type of structures. Tonne 135.480 78118.88 10583545.86 0.00 14.00 1093664.32 14.00 1093664.32 15.00 1171783.20 15.00 1171783.20 16.00 1249902.08 16.00 1249902.08 16.00 1249902.08 15.00 1171783.20 14.48 1131161.38 0.00 10583545.86

8 Supplying & fixing Composite Fibre Reinforced Polymer (FRP) utility cover conforming to IS 12592:2002 with sufficient load bearing capacity as per technical specifications, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge-For Heavy Duty Square 560x560 mm with load bearing capacity upto 30t No 32.000 8960.00 286720.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 89600.00 22.00 197120.00 286720.00

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 683.250 297.92 203553.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 683.25 203553.84 203553.84

10 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 85.000 267.68 22752.80 0.00 0.00 22.00 5888.96 0.00 22.00 5888.96 0.00 22.00 5888.96 0.00 19.00 5085.92 0.00 0.00 22752.80

11 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 293.250 2998.24 879233.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 299824.00 100.00 299824.00 93.25 279585.88 879233.88

EW/embankment 9272.85 7,419.00 Cum

Cement concrete 2360.92 1,889.00 Cum

Steel 135.48 108.40 MT

milestone 1 14,133.00 14,100.00 13,786,911.94 WD 20,066,750.89 200.67 Executive Engineer,

milestone 2 32,140.00 32,100.00 13,713,984.26 EMD 602,002.53 602,500.00 M.I. & GWD Division, Mangaluru

3 3 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month Total Amount

Financial Turnover

Criteria Financial Year Value in Rs

Total value of civil engineering construction works executed and payments received in the last five years (in Rs. Lakhs) (Attach Certificate from Chartered Accountant and corresponding Balance sheet) 2020-21

Work performed as Prime Contractor (in the same name) on works of similar nature

Project Name Name of Employer Description of Work Contract Number Value of contract Rs. Lakhs Date of issue of work order Specified period of completion Actual date of completion Remarks explaining reasons for delay in completion of work

Quantities of work executed as prime contractor (in the same name)

Year Name of Work Name of Employer Quantity of work performed Remarks (Indicate contract reference)

Earthwork in both excavation and embankment (combined quantities) in Cum Cement concrete (including RCC and PCC) in Cum Steel works for RCC in MT

Existing commitments and on-going works

Description of work Place and State Contract No and Date Name & Address of Employer Value of Contract (Rs. lakhs) Stipulated period of completion Value of works remaining to be completed (Rs. lakhs) Anticipated date of completion

Attach certificates from Employer

Works for which Tenders already submitted

Description of work Place and State Name & Address of Employer Estimated Value of works (Rs. lakhs) Stipulated period of completion Date when decision is expected Remarks if any

Details of machinery

Item of Equipment Requirement Owned and available Remarks

No. Capacity Owned Proposed to be leased Number/ Capacity Age/Condition

Excavator (2 Nos) 2 (1 No. Own and 1 No. Hire/Lease)

Tipper/ Lorry (4 Nos) 4 (2 No. Own and 2 No. Hire/Lease)

Concrete mixer machine with hopper (2 Nos) 2 (1 No. Own and 1 No. Hire/Lease)

Self loading mobile Concrete mixer (1 Nos) 1 (1 No. Own/. Hire/Lease)

Information on litigations in which the Tenderer is involved

Other Party (ies) Employer Details of dispute Amount involved Remarks showing present status