IMPROVEMENTS OF BALANCE WORKS TO KARYA PERCOLATION TANK IN VARUNA CONSTITUENCY NANJANAGUDU TALUK MYSORE DISTRICT

STAR RATES STATEMENT

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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 100 m2 485.47 393.00 190,790.00 Star rate not applicable

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 3900.00 25.50 99,450.00 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. m3 6803.00 102.00 693,906.00 Star rate not applicable

4 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. m3 1980.00 105.00 207,900.00 Star rate not applicable

5 Providing cut-off trench filling using selected approved impervious soil from 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 and all other ancillary operations complete. m3 178.75 517.00 92,414.00 Star rate not applicable

6 Providing hearting embankment using selected approved impervious soil from 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 and all other ancillary operations complete. m3 1684.31 506.00 852,261.00 Star rate not applicable

7 Providing casing embankment using semi-pervious / pervious approved soil from 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 each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. m3 4627.43 629.00 2,910,653.00 Star rate not applicable

8 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. m3 3994.20 454.00 1,813,367.00 Star rate not applicable

9 Providing new embankment abutting to existing bund to strength the existing bund using soil available in adjacent 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, Royalty & all necessary works as directed and complete as per specification. m3 5952.80 197.00 1,172,702.00 Star rate not applicable

10 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes and all other ancillary operations complete. m3 63.00 1387.00 87,381.00 Star rate not applicable

11 Providing and constructing 500 mm thick vertical or inclined graded filter media consisting of 150 mm thick sand layers and 200 mm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter criteria including cost of all materials, machinery, labour, laying to specified slope, compaction and all other ancillary operations complete as per specifications and approved drawings m3 35.82 2039.00 73,037.00 Star rate not applicable

12 Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations completeas per specifications and approved drawings. m3 36.64 2068.00 75,772.00 Star rate not applicable

13 Providing and constructing graded filter media below and behind rock toe consisting of 200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down clean, hard, graded coarse aggregate layers satisfying specified filter criteria behind rock-toe and 150 mm thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard, graded coarse aggregate layers satisfying specified filter criteria below rock-toe including cost of all materials, machinery, labour, laying to specified thickness and slope, compaction and all other ancillary operations complete as per specifications and approved drawings. m3 225.00 1921.00 432,225.00 Star rate not applicable

14 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. m3 78.72 5989.00 471,454.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

15 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. m3 86.35 6843.00 590,893.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

16 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 Structure t 12.677 80019.00 1,014,401.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

17 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. m2 1603.60 735.00 1,178,646.00 Star rate not applicable

18 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification. m2 1427.60 153.00 218,423.00 Star rate not applicable

19 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 perspecification. m3 39870.00 54.00 2,152,980.00 Star rate not applicable

20 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, lead up to 50 m and lift upto 1.5 m. m3 114.51 266.00 30,460.00 Star rate not applicable

21 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 cum 70.77 8080.80 571,878.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

22 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 12.00 3271.00 39,252.00 Star rate not applicable

23 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., conplete with all lead all lifts. Rm 3.50 2528.00 8,848.00 Star rate not applicable

24 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. m3 12.60 257.00 3,238.00 Star rate not applicable

25 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 351.00 147.00 51,597.00 Star rate not applicable

26 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 479.20 7049.16 3,377,957.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

27 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 Structure t 3.0200 87758.00 265,029.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

28 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 57.34 6843.10 392,383.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

Grand Total 19069297.00

Executive Engineer,

M.I. & GWD Division, Mysore

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 ªÀgÀÄuÁ «zsÁ£À¸À¨sÁ PÉëÃvÀæ ªÁå¦ÛAiÀÄ°è §gÀĪÀ £ÀAd£ÀUÀÆqÀÄ vÁ®ÆèPÀÄ PÁAiÀÄð UÁæªÀÄzÀ°ègÀĪÀ EAUÀÄ PÉgÉAiÀÄ ¨ÁQ G½¢gÀĪÀ C©üªÀÈ¢Ý PÁªÀÄUÁj

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2026-27/MT/WORK_INDENT12233 APT :-19069296.54 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 Volume 3 SR 202324 Page No.9 Item No.2.5 ii a 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 485.47 393

2 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. Each 3900 25.5

3 Volume 1 Part I SR 2023 24 Page No. 81 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 Depth upto 3 m. Cum 6803 102 650 850 750 900 650 550 650 950 800 53

4 Volume 3 SR 2023 24 Page No. 171 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. Cum 1980 105 850 1130

5 Volume 4 SR 2023 24 Page No. 41 Item no. 2.28 Providing cut-off trench filling using selected approved impervious soil from 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 and all other ancillary operations complete. Cum 178.75 517 100 78.75

6 Volume 4 SR 202324 Page No. 41 Item No.2.27 Providing hearting embankment using selected approved impervious soil from 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 and all other ancillary operations complete. Cum 1684.31 506 450 650 510 74.31

7 Volume 4 SR 2023 24 Page No.47 Item no. 3.3 Providing casing embankment using semi-pervious / pervious approved soil from 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 each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. Cum 4627.43 629 500 850 1050 1500 500 227.43

8 Volume 4 Part-I ISR 2023 24 Page No 139 Item No 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 & all necessary works as directed and complete as per specification. Cum 3994.2 454 750 850 1200 750 300 100 44.2

9 Volume 4 Part II SR 2023 24 Page No.140 Item no.3.8 Providing new embankment abutting to existing bund to strength the existing bund using soil available in adjacent 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, Royalty & all necessary works as directed and complete as per specification. Cum 5952.8 197 950 1450 1100 950 850 500 152.8

10 Volume 4 Part -I SR 2023 24 Page No. 49 Item No.3.13 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes and all other ancillary operations complete. Cum 63 1387 20 20 23

11 Volume 4 Part I SR 202324 Page No48 Item No3.15 Providing and constructing 500 mm thick vertical or inclined graded filter media consisting of 150 mm thick sand layers and 200 mm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter criteria including cost of all materials, machinery, labour, laying to specified slope, compaction and all other ancillary operations complete as per specifications and approved drawings Cum 35.82 2039 10 10 15.82

12 Volume 4 Part -I SR 2023 24 Page No 49 Item No 3.14 Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations completeas per specifications and approved drawings. Cum 36.64 2068 15 21.64

13 Volume 4 Part-I SR 2023 24 Page No 49 Item No.3.16 Providing and constructing graded filter media below and behind rock toe consisting of 200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down clean, hard, graded coarse aggregate layers satisfying specified filter criteria behind rock-toe and 150 mm thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard, graded coarse aggregate layers satisfying specified filter criteria below rock-toe including cost of all materials, machinery, labour, laying to specified thickness and slope, compaction and all other ancillary operations complete as per specifications and approved drawings. Cum 225 1921 60 75 20 30 40

14 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. Cum 78.72 5989 40 20 18.72

15 Volume 4 part-II SR 2023 24 Page No 130 Item No.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. Cum 86.35 6843 20 30 20 16.35

16 Volume 1 part-I SR 2023 24 Page No 18 Item No 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 All Other Type of Structure Tonne 0.999 80019 3 4 4 0.000

17 Volume 4 part-II SR 2023 24 Page No 129 Item No.1.6 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., complete with all lead and lifts. Sqm 1603.6 735 50 550 650 150 203.6

18 Volume 4 part-II SR 2023 24 Page No 130 Item No.1.10 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification. Sqm 1427.6 153 1427.6

19 Volume 4 SR 2023 24 Page No 140 Item No 3.12 De-silting of 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 & all necessary works as directed and complete as perspecification. Cum 39870 54 22650 17220

20 Volume 1 SR 2023 24 Page No 71 Item No 1.90 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, lead up to 50 m and lift upto 1.5 m. Cum 114.51000000000002 266 114.51

21 Volume 1 SR 2023 24 Page No 161 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 Cum 70.77000000000001 8080.8 30 20 20.77

22 Volume 3 SR 2023 24 Page No.121 Item No 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 12 3271 3 3 3 3

23 Volume 4 part-I SR 2023 24 Page No 40 Item No.2.18 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., conplete with all lead all lifts. m 3.5 2528 1.5 1 1

24 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. Cum 12.6 257 12.6

25 Volume 2 SR 2023 24 Page No 82 Item No11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 351 147 150 201

26 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 479.20000000000005 7049.16 180 80 39.2 180

27 Volume 1 SR 2023 24 Page No 181 Item No.2.11-d 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 Structure Tonne 3.02 87758 3.02

28 Volume 1 SR 2023 24 Page No 15 Item No 2.2.2 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 57.34 6843.1 15 15 15 12.34

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 DeSilting, Earth Work Excavation and Embankment (Combined Quantity) Cum 50346.00 Cum

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 618.00 Cum

Reinforcement of Steel Tonne 12.558 Tonne

Stone Revetment / Pitching Sqm 1283.00 Sqm

EMD mini In Rs 287000

Annual turn over - In Lakhs 381.39

Line of credit In Lakhs 58.14

Similar nature of work - In Lakhs 95.35