Improvements to road Ainapur -Shedbal-Shiraguppi MDR road from Km No. 1.00 to Km No.5.00 in Kagawad Taluka of Belagavi Dist during CMIDP for 2025-26.

Name of Work: Improvements to road Ainapur -Shedbal-Shiraguppi MDR road from Km No. 1.00 to Km No.5.00 in Kagawad Taluka of Belagavi Dist during 2025-26 CMIDP.

WORK INDENT NO : PWD/2025-26/RD/WORK_INDENT34097

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

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 1.5m 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 26.69 0.00 0.00 26.69 107.10 2858.50 0.00 0.00 2858.50

2 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 2.360 0.000 0.000 2.36 6213.90 14664.80 0.00 0.00 14664.80

3 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 0.180 0.000 0.000 0.18 73236.45 13182.56 0.00 0.00 13182.56

4 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 20.22 0.00 0.00 20.22 7054.61 142644.21 0.00 0.00 142644.21

5 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 mtr 10.000 0.000 0.00 10.00 8355.90 83559.00 0.00 0.00 83559.00

6 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 1.58 0.00 0.00 1.58 1226.40 1937.71 0.00 0.00 1937.71

1 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. Sqm 4963.13 0.00 0.00 4963.13 6.30 31267.72 0.00 0.00 31267.72

2 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. Cum 1488.940 0.000 0.000 1488.94 99.75 148521.77 0.00 0.00 148521.77

3 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) Cum 1191.150 0.000 0.000 1191.15 124.95 148834.19 0.00 0.00 148834.19

4 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. Cum 1016.29 0.00 0.00 1016.29 497.70 505807.53 0.00 0.00 505807.53

5 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. Cum 1965.400 2722.440 0.00 4687.84 517.65 1017389.31 1409271.07 0.00 2426660.38

6 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 Cum 2699.94 0.00 0.00 2699.94 2476.95 6687616.38 0.00 0.00 6687616.38

7 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 Cum 3639.63 0.00 0.00 3639.63 2686.95 9779503.83 0.00 0.00 9779503.83

8 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. Sqm 0.00 14558.50 0.00 14558.50 48.30 0.00 703175.55 0.00 703175.55

9 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. Sqm 0.00 14558.50 0.00 14558.50 15.75 0.00 229296.38 0.00 229296.38

10 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 0.00 727.93 0.00 727.93 8618.40 0.00 6273591.91 0.00 6273591.91

11 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 0.00 363.963 0.00 363.963 11545.80 0.00 4202244.01 0.00 4202244.01

12 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. Sqm 0.00 529.40 0.00 529.40 556.50 0.00 294611.10 0.00 294611.10

13 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 0.00 293.60 0.00 293.60 383.25 0.00 112522.20 0.00 112522.20

14 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 0.00 2.00 0.00 2.00 3740.10 0.00 7480.20 0.00 7480.20

15 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 Sqm 0.00 1.00 0.00 1.00 9444.75 0.00 9444.75 0.00 9444.75

Rad Maintenance for 3rd,4th and 5th year 31560577.90

16 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 0.00 2.647 2.647 31210.00 0.00 0.00 82612.87 82612.87 82612.87

17 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 0.00 2.647 2.647 54730.00 0.00 0.00 144870.31 144870.31 144870.31

18 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 0.00 2.647 2.647 69070.00 0.00 0.00 182828.29 182828.29 189942.5

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