Construction of Bridges and Improvements to Aproach road to Ugar BK Shiraguppi Jugul Mangavati Road at Km 1.50 and 2.50 in Kagawad taluka of Belagavi District Under HoA-5054-80-190-0-01-132 KRDCL Capital expenditure for the year 2026-2027

Construction of Bridges and Improvements to Aproach road to Ugar BK Shiraguppi Jugul Mangavati Road at Km 1.50 and 2.50 in Kagawad taluka of Belagavi District Under HoA-5054-80-190-0-01-132 KRDCL Capital expenditure for the year 2026-2027.

WORK INDENT NO : PWD/2026-27/BR/WORK_INDENT36835

Sl no Items Unit Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

Box Culvert-CD Work Ch 1.50

1 Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead- Lime /Cement Concrete-By Mechanical Means-Cement Concrete Grade M-15 & M-20 Cun 58.73 58.73 754.95 4433821% 44338.21

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A Upto 600 mm dia Mtr 67.50 67.50 1004.85 6782738% 67827.38

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 1.5m including cost of labour, tools, usage of machinery & other appurtenances required to complete the- In all kinds of soils Depth upto 3 m Cun 525.76 525.76 116.84 6142980% 61429.80

4 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cun 89.85 89.85 2816.10 25302659% 253026.59

5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cun 108.69 108.69 6213.90 67538879% 675388.79

6 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cun 97.42 97.42 8440.36 82225987% 822259.87

7 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 Cun 59.78 59.78 7966.59 47624275% 476242.75

8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cun 136.65 136.65 8440.36 115337519% 1153375.19

9 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.Foundations of Bridges t 33.81 33.81 91670.25 309937115% 3099371.15

12 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. Sub structure of Bridges t 8.02 8.02 91908.60 73710697% 737106.97

13 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cun 9.87 9.87 7063.35 6971526% 69715.26

14 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cun 19.74 19.74 11761.05 23216313% 232163.13

15 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cun 14.45 14.45 13741.35 19856251% 198562.51

Construction of Subgrade and earthen Shoulders-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Cun 245.34 245.34 517.65 12700025%

16 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cun 58.18 58.18 2810.85 16353525% 163535.25

17 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. mtr 41.00 41.00 2173.50 8911350% 89113.50

18 Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 Cun 55.08 55.08 6603.45 36371803% 363718.03

18 Filler joint-Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Mtr 20.00 20.00 143.85 287700% 2877.00

18 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 8.00 8.00 3434.55 2747640% 27476.40

18 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 force. Complete as per drawing and Technical Specifications Mtr 26.70 26.70 144.90 386883% 3868.83

18 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cun 225.00 225.00 99.75 2244375% 22443.75

Box Culvert-CD Work Ch 2.50

1 Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead- Lime /Cement Concrete-By Mechanical Means-Cement Concrete Grade M-15 & M-20 Cun 31.50 31.50 754.95 0% 2378093% 23780.93

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A Upto 600 mm dia Mtr 30.00 30.00 1004.85 0% 3014550% 30145.50

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 1.5m including cost of labour, tools, usage of machinery & other appurtenances required to complete the- In all kinds of soils Depth upto 3 m Cun 321.50 321.50 116.84 0% 3756406% 37564.06

4 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cun 54.00 54.00 2816.10 0% 15206940% 152069.40

5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cun 95.64 95.64 6213.90 0% 59429118% 594291.18

6 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cun 60.44 60.44 8440.36 0% 51013536% 510135.36

7 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 Cun 37.12 37.12 7966.59 0% 29571982% 295719.82

8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cun 71.90 71.90 8440.36 0% 60686188% 606861.88

9 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.Foundations of Bridges t 15.59 15.59 91670.25 0% 142913920% 1429139.20

12 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. Sub structure of Bridges t 5.03 5.03 91908.60 0% 46230026% 462300.26

13 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cun 9.87 9.87 7063.35 0% 6971526% 69715.26

14 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cun 19.74 19.74 11761.05 0% 23216313% 232163.13

15 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cun 9.87 9.87 13741.35 0% 13562712% 135627.12

Construction of Subgrade and earthen Shoulders-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Cun 133.70 133.70 517.65 0% 6920981%

16 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cun 34.04 34.04 2810.85 0% 9568133% 95681.33

17 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. mtr 28.00 28.00 2173.50 0% 6085800% 60858.00

18 Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 Cun 47.52 47.52 6603.45 0% 31379594% 313795.94

18 Filler joint-Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Mtr 20.00 20.00 143.85 0% 287700% 2877.00

18 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 8.00 8.00 3434.55 0% 2747640% 27476.40

18 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 force. Complete as per drawing and Technical Specifications Mtr 26.70 26.70 144.90 0% 386883% 3868.83

18 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cun 225.00 225.00 99.75 0% 2244375% 22443.75

Road work 0.00 0%

19 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. 337.25 337.25 6.30 0% 212468% 2124.68

20 Construction of Subgrade and earthen Shoulders-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. 554.06 554.06 517.65 0% 28680916% 286809.16

21 Granular Sub-Base-By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(v) For Grading -V Material 184.76 184.76 2476.95 0% 45764128% 457641.28

22 Wet Mix Macadam (Plant Mix Method)-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 190.75 190.75 2686.95 0% 51253571% 512535.71

23 Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means. 763.00 763.00 66.15 0% 5047245% 50472.45

24 Tack coat on Granular surface treated with primer-Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. 763.00 763.00 23.10 0% 1762530% 17625.30

25 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 38.15 38.15 10391.85 0% 39644908% 396449.08

26 Semi Dense Bituminous Concrete-Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. 19.08 19.08 14281.05 0% 27248243% 272482.43

27 Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. 27.30 27.30 556.50 0% 1519245% 15192.45

28 Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13cm2 on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 72.00 72.00 383.25 0% 2759400% 27594.00

29 Retro-Reflectorised Traffic Signs-Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022.-60 cm equilateral triangle. 8.00 8.00 3740.10 0% 2992080% 29920.80

30 Direction and Place dentification Signs up to 0.9m2 Size Board.-Providing and erecting direction and place identification retroreflectors sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. 1.00 1.00 9444.75 0% 944475% 9444.75

RATE ANALYSIS CSR Rates 2024-2025 (Road)

Sl No Item Code Volume Page No Item Name Unit Basic Rate 5%Area Wtage % of Formwork Final Rate (INR)

1 3.5 Vol 3 17 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 1.5m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In all kinds of soils Depth upto 3 m. Cum 102.00 5.10 0.00 107.10 CSR 2024-25 Vol 3 Item Code 3.5 (Page No 17)

2 1.14 Vol 1 8 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications-Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Cum 5918.00 295.90 0.00 6213.90 CSR 2024-25 Vol 1 Item Code 1.14 (Page No 8)

3 1.7 Vol 1 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 ancillary operations complete as per drawing and technical specification.All other type of structures t 69749.00 3487.45 0.00 73236.45 CSR 2024-25 Vol 1 Item Code 1.7 (Page No 7)

3 1.8 Vol 1 7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6221.00 311.05 522.56 7054.61 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

3 3.6 Vol 3 17 PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 m 7958.00 397.90 0.00 8355.90 CSR 2024-25 Vol 3 Item Code 3.6 (Page No 17)

3 4.2 B (v) Vol 3 23 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 Cum 1168.00 58.40 0.00 1226.40 CSR 2024-25 Vol 3 Item Code 4.2 B (v) (Page No 23)

1 3.5 Vol 3 17 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. M 2 6.00 0.30 0.00 6.30 CSR 2024-25 Vol 3 Item Code 3.5 (Page No 17)

2 1.14 Vol 1 8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In all kinds of soils up to 300 mm depth. M 3 95.00 4.75 0.00 99.75 CSR 2024-25 Vol 1 Item Code 1.14 (Page No 8)

3 1.7 Vol 1 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(Royalty shall be recovered @ Rs. 60.00/m3) M 3 119.00 5.95 0.00 124.95 CSR 2024-25 Vol 1 Item Code 1.7 (Page No 7)

4 1.8 Vol 1 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenances required to complete the work. M 3 474.00 23.70 0.00 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

5 3.6 Vol 3 17 Construction of Subgrade and earthen Shoulders-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. M 3 493.00 24.65 0.00 517.65 CSR 2024-25 Vol 3 Item Code 3.6 (Page No 17)

6 4.2 B (v) Vol 3 23 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 M3 2359.00 117.95 0.00 2476.95 CSR 2024-25 Vol 3 Item Code 4.2 B (v) (Page No 23)

7 4.17 Vol 3 26 Wet Mix Macadam (Plant Mix Method)-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Ref to MoRT&H :IRC-406 M 3 2559.00 127.95 0.00 2686.95 CSR 2024-25 Vol 3 Item Code 4.17 (Page No 26)

8 5.1 A (i) Vol 3 31 Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means. M 2 46.00 2.30 0.00 48.30 CSR 2024-25 Vol 3 Item Code 5.1 A (i) (Page No 31)

9 5.33 Vol 3 43 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H :IRC-503. M 2 15.00 0.75 0.00 15.75 CSR 2024-25 Vol 3 Item Code 5.33 (Page No 43)

10 5.8 (ii) c Vol 3 33 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 Cum 8208.00 410.40 0.00 8618.40 CSR 2024-25 Vol 3 Item Code 5.8 (ii) c (Page No 33)

11 5.31 Vol 3 43 Semi Dense Bituminous Concrete-Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 10996.00 549.80 0.00 11545.80 CSR 2024-25 Vol 3 Item Code 5.31 (P.No 43)

12 8.15 Vol 3 67 Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. M 2 530.00 26.50 0.00 556.50 CSR 2024-25 Vol 3 Item Code 8.15 (Page No 67)

13 8.43 Vol 3 74 Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13cm2 on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 365.00 18.25 0.00 383.25 CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74)

14 8.5 A (iv) Vol 3 63 Retro-Reflectorised Traffic Signs-Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022.-60 cm equilateral triangle. Each 3562.00 178.10 0.00 3740.10 CSR 2024-25 Vol 3 Item Code 8.5 A (iv) (Page No 63)

15 8.7 Vol 3 65 Direction and Place dentification Signs up to 0.9 m2 Size Board. Providing and erecting direction and place identification retro reflectorized sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing m2 8995.00 449.75 0.00 9444.75 CSR 2024-25 Vol 3 Item Code 8.7 (Page No 65)

1 As per SE BGM approved rate for 2023-24. Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24. Per KM 0.00 31210.00

2 As per SE BGM approved rate for 2023-24. Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24. Per KM 0.00 54730.00

3 As per SE BGM approved rate for 2023-24. Road Maintenance for 5th year for road with BM+SDBC as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24. Per KM 0.00 69070.00

Construction of Bridge and Improvements to Aproach road to State Highway Nippani Kottalagi SH 72 Road at Km 96.20 in Kagawad taluka of Belagavi District Under HoA-5054-80-190-0-01-132 KRDCL Capital expenditure for the year 2026-2027

RATE ANALYSIS CSR Rates 2024-2025

Sl No I.No Volume Page No Item Name Unit Basic Rate Area Specific Loading Finished Rate Overhead Charges % Form work Final Rate (INR)

1 2.8 ii (a) Vol 3 10 Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead- Lime /Cement Concrete-By Mechanical Means-Cement Concrete Grade M-15 & M-20 cum 719.00 35.95 754.95 754.95 SR 2024-25 Vol 3 I.No 2.8 ii (a) (P.No 10)

2 2.17 (ix) A Vol 3 11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A Upto 600 mm dia mtr 957.00 47.85 1004.85 1004.85 SR 2024-25 Vol 3 I.No 2.17 (ix) A (P.No 11)

3 1.14.1 Vol 1 8 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 1.5m including cost of labour, tools, usage of machinery & other appurtenances required to complete the- In all kinds of soils Depth upto 3 m cum 102.00 5.10 107.10 9.74 116.84 CSR 2024-25 Vol 1 I.No 1.14.1 (P.No 8)

4 1.23 Vol 1 8 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. cum 2682.00 134.10 2816.10 2816.10 SR 2024-25 Vol 1 I.No 1.23 (P.No 8)

5 2.1.3 Vol 1 15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates cum 5918.00 295.90 6213.90 6213.90 CSR 2024-25 Vol 1 I.No 2.1.3 (P.No 15)

6 2.4.3 Vol 1 17 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6227.00 311.35 6538.35 594.34 1307.67 8440.36 CSR 2024-25 Vol 1 I.No 2.4.3 (P.No 17)

7 6 Vol 1 111 ADD FORMWORK (FOR BOX CULVERT 20%) % 20.00 CSR 2024-25 Vol 1 I.No 6 (P.No 111)

8 2.3.2 Vol 1 16 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 6371.00 318.55 6689.55 608.08 668.96 7966.59 CSR 2024-25 Vol 1 I.No 2.3.2 (P.No 16)

9 11 Vol 1 111 ADD FORMWORK (FOR Retaining Walls 10%) % 10.00 CSR 2024-25 Vol 1 I.No 11 (P.No 111)

10 2.4.3 Vol 1 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6227.00 311.35 6538.35 594.34 1307.67 8440.36 CSR 2024-25 Vol 1 I.No 2.4.3 (P.No 16)

11 6 Vol 1 111 ADD FORMWORK (FOR BOX CULVERT 20%) % 20.00 CSR 2024-25 Vol 1 I.No 6 (P.No 111)

12 2.11(b) Vol 1 18 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.Foundations of Bridges t 87305.00 4365.25 91670.25 91670.25 CSR 2024-25 Vol 1 I.No 2.11(b) (P.No 18)

13 2.11( c ) Vol 1 18 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. Sub structure of Bridges t 87532.00 4376.60 91908.60 91908.60 CSR 2024-25 Vol 1 I.No 2.11( c ) (P.No 18)

14 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 6727.00 336.35 7063.35 7063.35 CSR 2024-25 Vol 3 I.No 13.8 (P.No 121)

15 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) cum 11201.00 560.05 11761.05 11761.05 CSR 2024-25 Vol 3 I.No 13.9 (P.No 122)

16 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) cum 13087.00 654.35 13741.35 13741.35 CSR 2024-25 Vol 3 I.No 13.2 (P.No 121)

17 12.3.A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification-A granular material cum 1168.00 58.40 1226.40 1226.40 CSR 2024-25 Vol 3 I.No 12.3.A (P.No 117)

18 12.4 Vol 3 117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. cum 2677.00 133.85 2810.85 2810.85 CSR 2024-25 Vol 3 I.No 12.4 (P.No 117)

19 13.5 Vol 3 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. cum 2070.00 103.50 2173.50 2173.50 CSR 2024-25 Vol 3 I.No 13.5 (P.No 121)

20 14.3 Vol 3 129 Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 cum 6289.00 314.45 6603.45 6603.45 CSR 2024-25 Vol 3 I.No 14.3 (P.No 129)

21 13.15(ii) Vol 3 123 Filler joint-Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 137.00 6.85 143.85 143.85 CSR 2024-25 Vol 3 I.No 13.15(ii) (P.No 123)

22 13.7 Vol 3 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 3271.00 163.55 3434.55 3434.55 CSR 2024-25 Vol 3 I.No 13.7 (P.No 121)

23 12.1 Vol 3 117 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 force. Complete as per drawing and Technical Specifications mtr 138.00 6.90 144.90 144.90 CSR 2024-25 Vol 3 I.No 12.1 (P.No 117)

24 1.12 Vol 1 8 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth cum 95.00 4.75 99.75 99.75 CSR 2024-25 Vol 1 I.No 1.12 (P.No 8)

Section Officer Assistant Executive Engineer

P.W.D. Sub Division P.W.D. Sub Division

Construction of Bridge and Improvements to Aproach road to State Highway Nippani Kottalagi SH 72 Road at Km 96.20 in Kagawad taluka of Belagavi District Under HoA-5054-80-190-0-01-132 KRDCL Capital expenditure for the year 2026-2027

RATE ANALYSIS CSR-Rates 2024-2025 (Road)

Sl No Item Code Volume Page No Item Name Unit Basic Rate 5%Area Wtage Final Rate (INR)

1 3.5 Vol 3 17 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. M 2 6.00 0.30 6.30 CSR 2024-25 Vol 3 Item Code 3.5 (Page No 17) CSR 2024-25 Vol 3 Item Code 3.5 (Page No 17)

2 1.12 Vol 1 8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work-In all kinds of soils up to 300 mm depth. M 3 95.00 4.75 99.75 CSR 2024-25 Vol 1 Item Code 1.12 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.12 (Page No 8) #REF!

3 1.7 Vol 1 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(Royalty shall be recovered @ Rs. 60.00/m3) M 3 119.00 5.95 124.95 CSR 2024-25 Vol 1 Item Code 1.7 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.7 (Page No 7) 6858.50

4 1.8 Vol 1 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenances required to complete the work. M 3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

5 3.6 Vol 3 17 Construction of Subgrade and earthen Shoulders-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. M 3 493.00 24.65 517.65 CSR 2024-25 Vol 3 Item Code 3.6 (Page No 17) CSR 2024-25 Vol 3 Item Code 3.6 (Page No 17)

6 4.2(B) V Vol 3 23 Granular Sub-Base-By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(v) For Grading -V Material M3 2359.00 117.95 2476.95 CSR 2024-25 Vol 3 Item Code 4.2(B) V (Page No 23) CSR 2024-25 Vol 3 Item Code 4.2(B) V (Page No 23)

7 4.17 Vol 3 26 Wet Mix Macadam (Plant Mix Method)-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. M 3 2559.00 127.95 2686.95 CSR 2024-25 Vol 3 Item Code 4.17 (Page No 26) CSR 2024-25 Vol 3 Item Code 4.17 (Page No 26)

8 5.1.A.i Vol 3 31 Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means. M 2 63.00 3.15 66.15 CSR 2024-25 Vol 3 Item Code 5.1.A.i (Page No 31) CSR 2024-25 Vol 3 Item Code 5.1.A.i (Page No 31)

9 5.33 Vol 3 43 Tack coat on Granular surface treated with primer-Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. M 2 22.00 1.10 23.10 CSR 2024-25 Vol 3 Item Code 5.33 (Page No 43) CSR 2024-25 Vol 3 Item Code 5.33 (Page No 43)

10 5.8 (ii) c Vol 3 33 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 M 3 9897.00 494.85 10391.85 CSR 2024-25 Vol 3 Item Code 5.8 (ii) c (Page No 33) CSR 2024-25 Vol 3 Item Code 5.8 (ii) c (Page No 33)

11 5.31 Vol 3 43 Semi Dense Bituminous Concrete-Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. M 3 13601.00 680.05 14281.05 CSR 2024-25 Vol 3 Item Code 5.31 (P.No 43) CSR 2024-25 Vol 3 Item Code 5.31 (P.No 43)

12 8.15 Vol 3 67 Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. M 2 530.00 26.50 556.50 CSR 2024-25 Vol 3 Item Code 8.15 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.15 (Page No 67)

13 8.43 Vol 3 74 Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13cm2 on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 365.00 18.25 383.25 CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74) CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74)

14 8.5 (iv) Vol 3 63 Retro-Reflectorised Traffic Signs-Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022.-60 cm equilateral triangle. Each 3562.00 178.10 3740.10 CSR 2024-25 Vol 3 Item Code 8.5 (iv) (Page No 63) CSR 2024-25 Vol 3 Item Code 8.5 (iv) (Page No 63)

15 8.7 Vol 3 65 Direction and Place dentification Signs up to 0.9m2 Size Board.-Providing and erecting direction and place identification retroreflectors sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. M 2 8995.00 449.75 9444.75 CSR 2024-25 Vol 3 Item Code 8.7 (Page No 65) CSR 2024-25 Vol 3 Item Code 8.7 (Page No 65)

15 8.18 Vol 3 67 Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 each 733.00 36.65 769.65 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

15 8.10 Vol 3 66 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. Ref to MoRT&H : IRC - 803 Sqm 109.00 5.45 114.45 CSR 2024-25 Vol 3 Item Code 8.1 (Page No 66) CSR 2024-25 Vol 3 Item Code 8.1 (Page No 66)

15 8.25.i Vol 3 69 Metal Beam Crash Barrier - Type - A, W : Metal Beam Crash Barrier - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. Ref to MoRT&H : IRC - 811 Mtr 3640.00 182.00 3822.00 CSR 2024-25 Vol 3 Item Code 8.25.i (Page No 69) CSR 2024-25 Vol 3 Item Code 8.25.i (Page No 69)

Section Officer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division,

Construction of Bridge and Improvements to Aproach road to State Highway Nippani Kottalagi SH 72 Road at Km 96.20 in Kagawad taluka of Belagavi District Under HoA-5054-80-190-0-01-132 KRDCL Capital expenditure for the year 2026-2027

RATE ANALYSIS CSR-Rates 2024-2025 (Road)

Sl No Item Code Volume Page No Item Name Unit Final Rate (INR)

1 As per SE BGM approved rate for 2023-24 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24̤ Per KM 33420.00 0

2 As per SE BGM approved rate for 2023-24 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24̤ Per KM 61340.00 0 #REF!

3 As per SE BGM approved rate for 2023-24 Road Maintenance for 5th year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24̤ Per KM 78280.00 0 6858.50

Section Officer

P.W.D. Sub Division,

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2018-19 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

Progress * : 2018-19

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2019-20

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2020-21

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021-22

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022-23

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Billed upto date during 2023-24

Attach Chartered Accountant's Yearwise Statements.