CONSTRUCTION OF CHECK DAM TO DODDA HALLA NEAR GOWDHALLI AND HEBBHALLA NEAR HEGGAVADI VILLAGE IN KOLLEGAL ASSEMBLY CONSTITUENCY

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 451.5 451.5 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 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 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 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 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 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 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 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 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 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 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 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 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 : PÉƼÉîÃUÁ® «zsÁ£À¸À¨sÁ PÉëÃvÀæ ªÁå¦ÛAiÀÄ°è §gÀĪÀ UËqÀ½î §½ ºÀjAiÀÄĪÀ zÉÆqÀØ ºÀ¼ÀîzÀ°è ªÀÄvÀÄÛ ºÉUÀΪÁr UÁææªÀÄzÀ §½ ºÀjAiÀÄĪÀ ºÉ§â¼ÀîzÀ°è ZÉPïqÁåAUÀ¼À ¤ªÀiÁðt PÁªÀÄUÁj

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2026-27/AB/WORK_INDENT11613 APT Rs 02,39,15,619.79 KW 4

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 Vol 3 PT2 SR2023-24 PNO 9 ITNO 2.5iia 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 420.8 420.8

2 Vol 4 PT2 SR2023-24 PNO 101 ITNO 8.2.1 Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and including burning or disposing off the materials as directed complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 1170 650 520

3 Vol 1 SR 2023-24 PNO 8 INO 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 Depth upto 3 m complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2624.68 350 450 600 350 480 350 44.68

4 Vol4 PT1 SR 2023-24 PNO 130 ITNO 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1278 30 35 40 50 50 50 50.4

5 Vol 4 PT1 SR2023-24 PNO 39 ITNO2.13 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 with all lead and lifts and as per the directions of Engineer in charge of the work Cum 255.84 50 55 60 40 50.84

6 Vol 4 PT2, SR2023-24 PNO 130 ITNO 1.12 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2327.71 200 250 157.71 120 250 250 200 250 250 200 200

7 Vol 1 SR2023-24 PNO 18 ITNO 2.11-h 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 0.999 69749 12 10 2.5 2 3 3 3 2

8 Vol4 PT2 SR2023-24 PNO 129 ITNO 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 257 30 40 50 60 80 85 90 100 22.57

9 Vol 4 PT II SR 2023-24 PNO 140 ITNO 3.12 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 15705 4500 8650 2555

10 Vol 4 PT2 SR2023-24 PNO 139 ITNO 3.7 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 480 240 240

11 Vol 4 PT1 SR2023-24 PNO 55 ITNO 3.45.2 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 1102 60 80

12 Vol 4 PT2 SR2023-24 PNO 129 ITNO1.6 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 1718.4 250 250 250 350 350

13 Vol 4 PT1 SR2023-24 PNO 135 ITNO 2.8 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Kgs 706.84 350 356.84

14 Vol4 PT1 SR2023-24 PNO 135 ITNO 2.7 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Kgs 745.86 370 375.86

15 Vol 3 SR2023-24 PNO 117 ITNO 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 122.4 10 12 14 16 18 15 10 12 8 7.4

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 Earth Work Excavation, DeSilting and Embankment (Combined Quantity) Cum 15048.00 Cum

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 2067.00 Cum

Reinforcement of Steel Tonne 31.521 Tonne

Stone Pitching / Revetment Sqm 1503.00 Sqm

EMD mini In Rs 358800

Annual turn over - In Lakhs 478.32

Line of credit In Lakhs

Similar nature of work - In Lakhs 119.58

STAR RATES STATEMENT

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : PÉƼÉîÃUÁ® «zsÁ£À¸À¨sÁ PÉëÃvÀæ ªÁå¦ÛAiÀÄ°è §gÀĪÀ UËqÀ½î §½ ºÀjAiÀÄĪÀ zÉÆqÀØ ºÀ¼ÀîzÀ°è ªÀÄvÀÄÛ ºÉUÀΪÁr UÁææªÀÄzÀ §½ ºÀjAiÀÄĪÀ ºÉ§â¼ÀîzÀ°è ZÉPïqÁåAUÀ¼À ¤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 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 420.80 393.00 165374.40 Star rate not applicable

2 Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and including burning or disposing off the materials as directed complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 1170.00 25.50 29835.00 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 Depth upto 3 m complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2624.68 102.00 267717.36 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 305.40 1278.00 390301.20 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 with all lead and lifts and as per the directions of Engineer in charge of the work Cum 255.84 5989.00 1532225.76 (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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2327.71 6843.00 15928519.53 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

7 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 39.401 69749.00 2748180.35 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

8 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 557.57 257.00 143295.49 Star rate not applicable

9 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 15705.00 54.00 848070.00 Star rate not applicable

10 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 480.00 454.00 217920.00 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 159.58 1102.00 175857.16 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 1718.40 735.00 1263024.00 Star rate not applicable

13 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Kgs 706.84 84.00 59374.56 Star rate not applicable

14 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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Kgs 745.86 173.00 129033.78 Star rate not applicable

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 complete with all lead and lifts and as per the directions of Engineer in charge of the work Mtr 122.40 138.00 16891.20 Star rate not applicable

Grand Total 23915619.79 0.00 0.00

Executive Engineer,

M.I. & GWD Division, Mysore