Construction of Bridge cum Barrage to water flowing stream in Ganeshapura village in H.D.Kote Taluk, Mysuru District.

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ZÁªÀÄgÁd£ÀUÀgÀ f¯Éè UÀÄAqÀÄè¥ÉÃmÉ vÁ®ÆèPÀÄ aPÀÌ£À¥ÀÄgÀ ªÀÄvÀÄÛ PÀUÀμÀ UÁæªÀÄUÀ¼À ºÀwÛgÀ ZÉPïqÁåA¤ªÀiÁðt PÁªÀÄUÁj.

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2024-25/AB/WORK_INDENT4083 APT Rs 159,87,272.47

Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Code No 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 100 Sqm 451.5 393 451.5 0 0 0 0 0 0 0 0 0 0

2 Code No 2 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. Each 1120 25.5 1120 0 0 0 0 0 0 0 0 0 0

3 Code No 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. Cum 1161.78 102 91.78 190 195 220 150 150 85 25 25 30 0

4 Code No 4 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 - Depth exceeding 1.5 m, but not exceeding 3 m Cum 281.14 425 81.14 55 55 32 20 15 10 13 0 0 0

5 Code No 5 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. Cum 190.95 1278 0 30 30 35 30 35 10 10 5 5.95 0

6 Code No 6 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 Cum 0.999 6067 58.29 50 20.1 0 0 0 0 0 0 0 0

7 Code No 7 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. Cum 0.999 6955 235 170 130 100 170 190 175 180 200 100 25.18

8 Code No 8 Steel Fabrication - 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. Tonne 0.9999 79011 0.999 3.24 3.5 2.7 2 0.5 0.5 0.000 0 0 0

9 Code No 9 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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. Cum 672.42 257 36.42 42 45 60 80 100 110 120 79 0 0

10 Code No 10 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. Cum 7515 54 7350 0 0 0 0 0 0 0 0 0 165

11 Code No 11 Providing casing embankment using approved semi-pervious soil from soil 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 0.999 454 0 0 0 0 0 0 0 0 0 650 385.6

12 Code No 12 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick Sqm 235 455 0 0 0 0 0 0 0 0 0 62 173

13 Code No 13 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts. Sqm 462 735 0 0 0 0 0 0 0 0 0 130 332

14 Code No 14 Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 12 109 0 0 0 0 0 0 0 0 0 0 12

15 Code No 15 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 93.6 138 0 0 0 0 0 0 0 0 0 0 93.6

16 Code No 16 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter 7600 1.6 0 0 0 0 0 0 0 0 0 0 7600

Milestone 1st Milestone 2st Milestone 3st Milestone 4th Milestone

Cumulative Milstone

APT Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 8715

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1573

Reinforcement of Steel Tonne 14.9

EMD mini In Rs 240000

Annual turn over - In Lakhs 319.75

Line of credit In Lakhs 48

Similar nature of work - In Lakhs 79.95

qty calcuaton tender time

year / 12 30 % line of credit to APT DIFF

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ºÉZï.r.PÉÆÃmÉ vÁ®ÆèPÀÄ UÀuÉñÀ¥ÀÅgÀ UÁæªÀÄzÀ ¤ÃgÀÄ ºÀjAiÀÄĪÀ ºÀ¼ÀîPÉÌ ©æqïÓ PÀA ¨ÁågÉÃeï ¤ªÀiÁðt PÁªÀÄUÁj

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2026-27/BB/WORK_INDENT11806 APT Rs 15870450.82 CAzÁdÄ ªÉÆvÀÛ gÀÆ 200.00 ®PÀëUÀ¼ÀÄ

Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Volume 4, Part I SR 202324 Page No. 101 Item no. 8.2.1 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 790 25.5

2 Volume 4, Part II SR 2023 24 Page No. 140 Item no. 3.12 De-silting tank bed/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 etc., including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6087 54

3 Volume 1 Part I SR 2023 24 Page No. 8 Item No.1.14.1 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 upto 3 m depth including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1197.19 102 300 300 250 187.19 160

4 Volume 4, Part I SR 2023 24 Page No. 130 Item no. 1.8 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 104.32000000000001 1278 50 54.32

5 Volume 4 Part I SR 2023 24 Page No. 39 Item no. 2.13 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 102.75999999999999 5989 30 50 22.76

6 Volume 4, SR 2023-24 Page No. 130 Item No1.12 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1744.45 6843 120 115 100 110 130 125 194.45 200 200 250 200

7 Volume 1 SR 2023-24 Page No. 16 Item no. 2.5.2 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 and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 36.3 7552.16 0.999

8 Volume 3 SR 2023 24 Page No 121 Item No 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 3.71 13087 3.71

9 Volume 1 SR 2023-24 Page No. 18 Item no. 2.11h 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 20.609 80019 3 4 5 3 0.000

10 Volume 4 Part II SR 2023 24 Page No. 129 Item No.1.2 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 775.77 257 50 200 150 150 200 25.77

11 Volume 4 Part I SR 2023-24 Page No 55 Item No3.45.2 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.450 mm thick including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 45.16 1088 45.16

12 Volume 4 Part II SR 2023-24 Page No 129 Item No1.6 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 175.2 735 70 105.2

13 Volume 3 SR 2023 24 Page No 17 Item No 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 48 105 48

14 Volume 4 Part II SR 2023-24 Page No 139 Item No3.7 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 567.4 454 567.4

15 Volume 4 Part I SR 2023-24 Page No 135 Item No2.8 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 304.22 84 0.000

16 Volume 4 Part I SR 2023-24 Page No 135 Item No2.7 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 372.93 173 0 0 0 0 0 0 0 372.93 0 0 0

17 Volume 3 SR 2023 24 Page No 117 Item No 12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 84.6 138 84.6

Milestone 1st Milestone 2st Milestone 3st Milestone

Cumulative Milstone

APT Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 6902.00 Cum

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1510.00 Cum

Reinforcement of Steel Tonne 16.49 Tonne

Stone pitching / Revetment Sqm 177.00 Sqm

EMD mini In Rs 239000

Annual turn over - In Lakhs 317.41

Line of credit In Lakhs 50.82

Similar nature of work - In Lakhs 79.35

PÁAiÀÄð¥Á®PÀ EAf¤AiÀÄ ¸ÀÀ¤Ã ªÀÄvÀÄÛ CA.C. «¨sÁUÀ, ªÉÄʸÀÆgÀÄ

STAR RATES STATEMENT

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ºÉZï.r.PÉÆÃmÉ vÁ®ÆèPÀÄ UÀuÉñÀ¥ÀÅgÀ UÁæªÀÄzÀ ¤ÃgÀÄ ºÀjAiÀÄĪÀ ºÀ¼ÀîPÉÌ ©æqïÓ PÀA ¨ÁågÉÃeï ¤ªÀiÁðt PÁªÀÄUÁj

Total Duration - 11 Months (Including Monsoon)

Sl. No. Activity Unit Quantity Rate Amount ( in Rs) AS PER DATA RATES

Qty Rate Amount Qty Rate Amount

1 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 790 25.50 20145.00 Star rate not applicable

2 De-silting tank bed/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 etc., including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6087.00 54.00 328698.00 Star rate not applicable

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 upto 3 m depth including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1197.19 102.00 122113.38 Star rate not applicable

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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 104.32 1278.00 133320.96 Star rate not applicable

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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 102.76 5989.00 615429.64 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

6 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1744.45 6843.00 11937271.35 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

7 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 and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 36.300 7552.16 274143.41 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

8 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 3.71 13087.00 48552.77 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

9 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 20.61 80019.00 1649111.57 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

10 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 775.77 257.00 199372.89 Star rate not applicable

11 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.450 mm thick including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 45.16 1088.00 49134.08 Star rate not applicable

12 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 175.20 735.00 128772.00 Star rate not applicable

13 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 48 105.00 5040.00 Star rate not applicable

14 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 567 454.00 257599.60 Star rate not applicable

15 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 304 84.00 25554.48 Star rate not applicable

16 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 373 173.00 64516.89 Star rate not applicable

17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 85 138.00 11674.80 Star rate not applicable

Grand Total 15870450.82

Executive Engineer,

M.I. & GWD Division, Mysore