Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26

Name of Work : Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26 (WORK INDENT NO : 31631)

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 30% 30% 40%

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (P No-17 / 3.5,Vol 3) /Sq,m 2900.625 2900.625 6.30 18273.94 0.00 0.00 Rs. 18,273.94 30% 30% 40%

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 & 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 (P No-8 / 1.12,Vol 1) Cum 239.688 239.688 68.25 16358.67 0.00 0.00 Rs. 16,358.67 30% 30% 40%

3 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 slopeand compacted to meet requirement of table No. 300-2 (P No-17/ 3.6,Vol 3) Cum 2186.500 2186.500 517.65 1131841.73 0.00 0.00 Rs. 1,131,841.73 30% 30% 40%

4 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 (P No-23 / 4.2 B (V),Vol 3) Cum 1687.250 1687.250 2476.95 4179233.89 0.00 0.00 Rs. 4,179,233.89 30% 30% 40%

5 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.(P No-26 / 4.17,Vol 3) Cum 400.000 2340.625 2740.625 2686.95 1074780.00 6289142.34 0.00 Rs. 7,363,922.34 30% 30% 40%

6 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 0.70 kg/m2 using mechanical means..(P No-31 / 5.1 A (i),Vol 3) Sq.m 6000.000 4962.500 10962.500 43.05 0.00 258300.00 213635.63 Rs. 471,935.63 30% 30% 40%

7 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.(P No-43 / 5.33,Vol 3) Sq.m 10962.500 10962.500 15.75 0.00 0.00 172659.38 Rs. 172,659.38 30% 30% 40%

8 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 @ 3.3% 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 (P No-32 / 5.8 i C Vol 3) Cum 548.125 548.125 8044.05 0.00 0.00 4409144.91 Rs. 4,409,144.91 30% 30% 40%

9 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. (P No-43 / 5.31,Vol 3) Cum 274.063 274.063 10659.60 0.00 0.00 2921396.63 Rs. 2,921,396.63 30% 30% 40%

10 Direction and Place Identification Signs more than 0.9 m2 Size Board. providing and erecting direction and place identification retro_x0002_reflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (P No-65/ 8.8,Vol 3) Sq.m 2.160 2.160 10168.20 0.00 0.00 21963.31 Rs. 21,963.31 30% 30% 40%

11 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 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. 90 cm equilateral triangle (P No-64/ 8.5 A(ii),Vol 3) Nos. 2.000 2.000 4904.55 0.00 0.00 9809.10 Rs. 9,809.10 30% 30% 40%

12 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 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 900 mm Circular Traffic sign boards(P No-64/8.5 A(vi) ) Vol-3) Nos. 2.000 2.000 6604.50 0.00 0.00 13209.00 Rs. 13,209.00 30% 30% 40%

13 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (P No-67/8.16(ii) Vol-3) Nos. 2.000 2.000 3033.45 0.00 0.00 6066.90 Rs. 6,066.90 30% 30% 40%

14 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.(P No-67 / 8.15,Vol 3) Sqm 130.000 130.000 556.50 0.00 0.00 72345.00 Rs. 72,345.00 30% 30% 40%

15 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 16000 kg 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 13 cm2 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+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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. (P No-74/ 8.43,Vol 3) Nos. 72.222 72.222 383.25 0.00 0.00 27679.17 Rs. 27,679.17 30% 30% 40%

16 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service (P No-71/ 8.29(ii),Vol 3) Mtrs 22.540 22.540 2322.60 0.00 0.00 52351.40 Rs. 52,351.40 30% 30% 40%

17 Providing Speed Breakers/Raised pedestrian crossings: in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing Single lane with formation width of 5.75 m.(P No-80/ 8.60.1,Vol 3) Nos. 1.000 1.000 36676.50 0.00 0.00 36676.50 Rs. 36,676.50 30% 30% 40%

2 to 3 Year Maintenance 30% 30% 40%

1 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 per KM 1.950 1.950 28630.00 0.00 0.00 55828.50 Rs. 55,828.50 30% 30% 40%

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 per KM 0.650 0.650 31210.00 0.00 0.00 20286.50 Rs. 20,286.50 30% 30% 40%

2 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 per KM 1.950 1.950 47010.00 0.00 0.00 91669.50 Rs. 91,669.50 30% 30% 40%

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 per KM 0.650 0.650 54730.00 0.00 0.00 35574.50 Rs. 35,574.50 30% 30% 40%

3 Road Maintenance for 5th year with BM+SDBC coat 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/ irregulanties 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 prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance per KM 1.950 1.950 58330.00 0.00 0.00 113743.50 Rs. 113,743.50 30% 30% 40%

Road Maintenance for 5th year with BM+SDBC coat 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/ irregulanties 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 prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance per KM 0.650 0.650 69070.00 0.00 0.00 44895.50 Rs. 44,895.50 30% 30% 40%

Construction of CDs 30% 30% 40%

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (I.N:1.14.1/PN-8,Vol-1) 27.900 27.900 107.10 0.00 0.00 2988.09 Rs. 2,988.09 30% 30% 40%

2 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid eparately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates cum 2.900 2.900 6213.90 0.00 0.00 18020.31 Rs. 18,020.31 30% 30% 40%

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 22.556 22.556 6538.35 0.00 0.00 147480.46 Rs. 147,480.46 30% 30% 40%

4 Formwork for CD Headwall Addendum I – Percentage Additionalities for Formwork, Centering & Scaffolding as at 8% (P No-111 Vol 1) cum 22.556 22.556 523.07 0.00 0.00 11798.44 Rs. 11,798.44 30% 30% 40%

5 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 specificatio Tonne 0.390 0.390 80381.70 0.00 0.00 31348.86 Rs. 31,348.86 30% 30% 40%

6 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 cum 10.000 10.000 8355.90 0.00 0.00 83559.00 Rs. 83,559.00 30% 30% 40%

7 Construction of Embankment 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 appurtenaces required to complete the work. cum 144.027 144.027 497.70 0.00 0.00 71682.34 Rs. 71,682.34 30% 30% 40%

Name of work : Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26

: RECAPUTULATION SHEET :

Sl. No. Item of Work Amount Rs.

2 2 to 3 Year Maintenance Rs. 361998.00 361998 0

3 Construction of CDs Rs. 366828.00 367048.3 -220.3

4 Add Tender Premium 5.0% Rs. 1,277,562.46 1277571.966

5 Third party inspection/QC charges 0.5% 135,000.00 135000

6 Provision for Price Contingences Rs. 36,188.24 35988.70854

Grand Total Rs. 27,000,000.00 27000000

i.e. Rs. 270.00 Lakhs 270.00 Lakhs

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Raibag PWD. Division, Chikkodi

Name of work : Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26

MEASUREMENT SHEET FOR ROAD CONSTRUCTION 18273.94

Sl No Description of Items/Measurements Quantity Unit Rate Amount #REF!

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (P No-17 / 3.5,Vol 3) #REF!

2600.00 Total Quantity 2900.63 Sq.m Rs. 6.30 /Sq,m Rs. 18,273.94 471935.63

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 & 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 (P No-8 / 1.12,Vol 1) #REF!

For Side GSB Laying =

1.475 width 650.00 Total Quantity 239.69 Cum Rs. 68.25 /Cum Rs. 16,358.67

3 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 slopeand compacted to meet requirement of table No. 300-2 (P No-17/ 3.6,Vol 3) #REF!

For Side shoulders =

4 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 (P No-23 / 4.2 B (V),Vol 3)

Total Quantity 1687.25 Cum Rs. 2,476.95 /Cum Rs. 4,179,233.89

5 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.(P No-26 / 4.17,Vol 3)

Junction Improvement 1 x 20.00 x 3.75 x 0.250 = 18.75 Cum

Total Quantity 2740.63 Cum Rs. 2,686.95 /Cum Rs. 7,363,922.34

6 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 0.70 kg/m2 using mechanical means..(P No-31 / 5.1 A (i),Vol 3)

Junction Improvement 1 x 20.00 x 3.75 = 75.00 Sq.m

7 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.(P No-43 / 5.33,Vol 3)

Junction Improvement 1 x 20.00 x 3.75 = 75.00 Sq.m

8 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 @ 3.3% 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 (P No-32 / 5.8 i C Vol 3)

Junction Improvement 1 x 20.00 x 3.75 x 0.050 = 3.75 Cum

9 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. (P No-43 / 5.31,Vol 3)

Junction Improvement 1 x 20.00 x 3.75 x 0.025 = 1.88 Cum

10 Direction and Place Identification Signs more than 0.9 m2 Size Board. providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (P No-65/ 8.8,Vol 3)

Name boards,Direction boards,Place Identification boards 2 x 1.2 x 0.90 = 2.16 Sq.m

Total Quantity 2.16 Sq.m Rs. 10,168.20 /Sqm Rs. 21,963.00

11 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 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. 90 cm equilateral triangle (P No-64/ 8.5 A(ii),Vol 3)

Retro-Reflectorised Traffic Signs

Total Quantity 2.00 Nos. Rs. 4,904.55 /Each Rs. 9,809.00

12 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, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 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 900 mm Circular Traffic sign boards(P No-64/8.5 A(vi) ) Vol-3)

Retro-Reflectorised Traffic Signs

Total Quantity 2.00 Nos. Rs. 6,604.50 /Each Rs. 13,209.00

13 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (P No-67/8.16(ii) Vol-3)

KM stones 1 2.00 Nos. Rs. 3,033.45 /Each Rs. 6,067.00

14 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.(P No-67 / 8.15,Vol 3)

Total Quantity 130.00 Sqm Rs. 556.50 /Sqm Rs. 72,345.00

15 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 16000 kg 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 13 cm2 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+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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. (P No-74/ 8.43,Vol 3) 4410

Edges at evry 18 mtrs #REF! #REF!

Nos Total Quantity 72 Nos. Rs. 383.25 /No. Rs. 27,679.00 #REF! #REF!

16 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service (P No-71/ 8.29(ii),Vol 3)

For road crossing of irrigation pipes

Total Quantity 22.50 Mtrs Rs. 2,322.60 /Mtr Rs. 52,259.00

17 Providing Speed Breakers/Raised pedestrian crossings: in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing Single lane with formation width of 5.75 m.(P No-80/ 8.60.1,Vol 3)

Total Quantity 1.00 Nos. Rs. 36,676.50 /No. Rs. 36,677.00

TOTAL Rs. 20,924,775.10

Assistant Executive Engineer, P.W.D Sub-Division Raibag Executive Engineer, PWD Div Chikkodi

Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26

ESTIMATE -MEASUREMENTS(MAINTENANCE)

Sl No Item of work Unit Qty Rate Amount

1 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

For Single Lane 1 1.95 1.95 225.00

Intermediate Lane 1 0.65 0.65 Total Quantity

2 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

For Single Lane 1 1.95 1.95

Intermediate Lane 1 0.65 0.65 2355.00

3 Road Maintenance for 5th year with BM+SDBC coat 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/ irregulanties 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 prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance

For Single Lane 1 1.95 1.95

Intermediate Lane 1 0.65 0.65

TOTAL 361998.00

Assistant Executive Engineer Executive Engineer

PWD Sub Div Raibag PWD Division Chikkodi

Improvements to Katakabavi-Nipanal road from KM 0.00 to 2.60 in Kudachi Constituency of Raibag Taluk Belagavi District Under Chief Minister fund for the year 2025-26

Construction of 1 CDs @ 1.3 1 row of 1000 dia NP 3 Pipes

Sl No Item of work Unit Qty Rate Amount Rate Wtage Total rate Amount Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (I.N:1.14.1/PN-8,Vol-1)

C.D at Ch km @ 1.3

2 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid eparately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

C.D at Ch km @ 1.3

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

C.D at Ch km @ 1.3

Duduction for pipes -1 1 I I (1.05)2/ 4 (1.00+0.65)/2 -0.72

4 Formwork for CD Headwall Addendum I – Percentage Additionalities for Formwork, Centering & Scaffolding as at 8% (P No-111 Vol 1) m3 22.56 523.07 11798.00

6 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 specificatio

C.D at Ch km @ 1.3

Length No of Bras Total Length in (m) Weight in kg/m Total Weight in kg

Head wall Dist Bar 8mm@200mm c/c 2.00 5.20 38 197.60 0.39 77.06 154.13

7 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

C.D at Ch km @ 1.3

8 Construction of Embankment 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 appurtenaces required to complete the work.

C.D at Ch km @ 1.3

For C.D portion

In between Headwall 2 5.00 (6.10+5.50)/2 2.50 145

Duduction for pipes -1 I I (1.05)2/ 4 (6.10+5.50)/2 -5.02

144.03 #REF! #REF!

Total Rs for 1 CD 366828.00

Assistant Executive Engineer Executive Engineer

PWD Sub Div Raibag PWD Div Chikkodi