Improvements to Siddapur Kappalaguddi Sultanapur Via Kurubar Vasati road to Teradal Road from KM 5.00 to 6.50 in Kudachi Constituency Raibag Taluk Belagavi District under the H/A 4059 CMIDP 2026-27

Name of Work : Improvements to Siddapur Kappalaguddi Sultanapur Via Kurubar Vasati road to Teradal Road from KM 5.00 to 6.50 in Kudachi Constituency Raibag Taluk Belagavi District WORK INDENT NO : PWD/2026-27/RD/WORK_INDENT36438)

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) m3 3661.875 3661.875 6.30 23069.81 0.00 0.00 Rs. 23,069.81 30% 30% 40%

2 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) m3 866.250 866.250 2476.95 2145657.94 0.00 0.00 Rs. 2,145,657.94 30% 30% 40%

3 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) m3 460.000 834.6875 1294.688 2686.95 1235997.00 2242763.58 0.00 Rs. 3,478,760.58 30% 30% 40%

4 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) m3 5231.250 5231.250 66.15 0.00 346047.19 0.00 Rs. 346,047.19 30% 30% 40%

5 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface (P No-31 / 5.4(ii),Vol 3) m3 5231.250 5231.250 23.10 0.00 120841.88 0.00 Rs. 120,841.88 30% 30% 40%

6 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 (P No-33/5.6(i) C,Vol 3) m3 60.000 199.3125 259.313 10391.85 0.00 623511.00 2071225.60 Rs. 2,694,736.60 30% 30% 40%

7 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) m2 129.65625 129.656 14281.05 0.00 0.00 1851627.39 Rs. 1,851,627.39 30% 30% 40%

8 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) m2 1063.56250 1063.563 517.65 0.00 0.00 550553.13 Rs. 550,553.13 30% 30% 40%

9 Providing and erecting direction and place identification retroreflectorised 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 0.9 m2 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 0.90000 0.900 9444.75 0.00 0.00 8500.28 Rs. 8,500.28 30% 30% 40%

10 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. m3 3.00000 3.000 3740.10 0.00 0.00 11220.30 Rs. 11,220.30 30% 30% 40%

11 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint m3 14.06250 14.063 197.40 0.00 0.00 2775.94 Rs. 2,775.94 30% 30% 40%