Construction of vented dam at Palthadu in Kolthige village of Puttur taluk and constituency in 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.

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: Construction of vented dam at Palthadu in Kolthige village of Puttur taluk and constituency in Dakshina Kannada district.

MI/2026-27/DA/WORK_INDENT11640

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 & In all kinds of soils 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 567.06 114.24 64,780.93 300.00 34,272.00 267.06 30,508.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64,780.93

2 Earth work excavation for Foundation by mechanical means for all works & In all kinds of soils 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 2,885.91 118.87 343,048.12 970.00 115,303.90 970.00 115,303.90 945.91 112,440.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 343,048.12

3 Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, 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 287.34 6,889.12 1,979,519.74 0.00 55.00 378,901.60 58.00 399,568.96 58.00 399,568.96 60.00 413,347.20 56.34 388,133.02 0.00 0.00 0.00 0.00 0.00 1,979,519.74

4 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. For Dam & Allied Works. complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Tonne 7.17 100,616.32 721,318.40 0.00 0.90 90,554.69 0.90 90,554.69 0.90 90,554.69 0.90 90,554.69 0.90 90,554.69 0.90 90,554.69 0.90 90,554.69 0.87 87,435.58 0.00 0.00 721,318.40

5 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, including cost of formwork and all other appurtenances required to complete the work as per technical specifications-For M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 328.01 7,664.27 2,513,957.20 0.00 40.00 306,570.80 40.00 306,570.80 45.00 344,892.15 45.00 344,892.15 45.00 344,892.15 40.00 306,570.80 40.00 306,570.80 33.01 252,997.55 0.00 0.00 2,513,957.20

6 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, including cost of formwork and all the other appurtenances required to complete the work as per technical specifications-For M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 14.95 7,253.21 108,435.49 0.00 0.00 5.00 36,266.05 0.00 5.00 36,266.05 0.00 4.95 35,903.39 0.00 0.00 0.00 0.00 108,435.49

7 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, including cost of formwork, and all other appurtenances required to complete the work as per technical specifications-For M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 4.83 7,671.66 37,054.12 0.00 0.00 1.80 13,808.99 0.00 1.80 13,808.99 0.00 1.23 9,436.14 0.00 0.00 0.00 0.00 37,054.12

8 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, including cost of formwork and all other appurtenances required to complete the work as per technical specifications-For M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 1.60 9,050.50 14,480.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.60 14,480.80 0.00 0.00 0.00 14,480.80

9 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, including cost of formwork and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 34.60 7,203.12 249,227.95 0.00 0.00 0.00 0.00 10.00 72,031.20 10.00 72,031.20 10.00 72,031.20 4.60 33,134.35 0.00 0.00 0.00 249,227.95

10 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 436.60 377.44 164,790.30 0.00 0.00 0.00 87.00 32,837.28 88.00 33,214.72 88.00 33,214.72 87.00 32,837.28 86.60 32,686.30 0.00 0.00 0.00 164,790.30

11 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. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Cum 696.30 508.48 354,054.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 696.30 354,054.62 354,054.62

12 Supply and fixing of FRP “C” section frame of size 100mm and wall thickness of 8mm (#1mm) and Rib thickness of 12mm smooth finish with marine grade gel coat, with side projections at every 1 meter interval to hold the frame firmly in concrete including tie bar at top and key holes provided to tie the binding wire with reinforcement to maintain the alignment. FRP frames should be flushed to the top of the pier level after concreting to avoid damages of frames by debris of flood water. Binding of glass fibre mat must be Isoptholic polyester resin of marine grade with UV stabilizer to withstand all weather conditions and saline water (For any size). Anchor brackets to be provided to avoid the uplift of needles on either side of the groove, & all necessary works as directed and complete as per per specification. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. m 20.10 4,284.00 86,108.40 0.00 0.00 7.00 29,988.00 0.00 7.00 29,988.00 0.00 6.10 26,132.40 0.00 0.00 0.00 0.00 86,108.40

13 Supplying and fixing FRP Needle gate made out of concealed GI tubes of suitable size & thickness. Zinc coating of not less than 360GSM, I.S make hot rolled from any reputed pipe manufacturing company. FRP wrapping all-round the pipe minimum thickness of 4mm and wall thickness of plates not less than 6mm. made out of Isoptholic polyester resin UV stabilized marine grade and fibre glass chopped strands of 450 GSM electrical grade with gel coat finish. The water seals to be made out of synthetic rubber (EPDM) and housed in anodized aluminium housing as per design and drawing issued according to site conditions with the warranty of 5 years for any manufacturing defects, & all necessary works as directed and complete as per per specification. For 2.20m to 4.20m width & For 0 to 2.00 m Height Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 15.90 34,203.68 543,838.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.90 543,838.51 0.00 543,838.51

14 Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 5.00 498.40 2,492.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 2,492.00 2,492.00

15 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 3.00 2,548.00 7,644.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,644.00 7,644.00

16 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 6.00 146.72 880.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 880.32 880.32

17 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 38.20 393.12 15,017.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.20 15,017.18 15,017.18

18 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. Sqm 38.20 29.12 1,112.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.20 1,112.38 1,112.38

19 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge. m 19.40 2,318.40 44,976.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.40 44,976.96 44,976.96

EW/embankment 4149.27 3,320.00 Cum

Cement concrete 671.33 538.00 Cum

Steel 7.17 5.80 MT

FRP Needles for gates 15.90 13.00 Sqm