CONSTRUCTION OF BRIDGE ON ALAGWADI - MORAB - CHINCHLI ROAD (MDR) AT CH 1.20KM IN KUDACHI CONSTITUENCY OF RAIBAG TALUK IN BELAGAVI DISTRICT UNDER THE HOA 5054-80-190-0-01-132 KRDCL BRIDGE FOR THE YEAR 2026-27

NAME OF WORK: CONSTRUCTION OF BRIDGE ON ALAGWADI - MORAB - CHINCHLI ROAD (MDR) AT CH:1.20KM IN KUDACHI CONSTITUENCY OF RAIBAG TALUK IN BELAGAVI DISTRICT (36564)

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 Dismantling of Brick/Tile work/Rubble Masonry/ Ptching/ etc by Mechanical means Cum 68.780 68.780 189.00 12999.42 0.00 0.00 Rs. 12,999.42 68.78 30% 30% 40%

2 Removing all types of Hume pipes and stacking including earthwork and dismantling of Masonry works aabove 900mm m 52.500 52.500 1442.70 75741.75 0.00 0.00 Rs. 75,741.75 52.50 30% 30% 40%

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 379.450 379.450 116.84 44333.19 0.00 0.00 Rs. 44,333.19 379.45 30% 30% 40%

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 101.970 101.970 107.10 10920.99 0.00 0.00 Rs. 10,920.99 101.97 30% 30% 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates 26.910 26.910 6963.16 187378.64 0.00 0.00 Rs. 187,378.64 26.91 30% 30% 40%

6 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates Cum 8.220 8.220 6382.95 52467.85 0.00 0.00 Rs. 52,467.85 8.22 30% 30% 40%

7 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 126.880 126.880 7394.22 938178.64 0.00 0.00 Rs. 938,178.64 126.88 30% 30% 40%

8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 14.400 14.400 7192.19 103567.46 0.00 0.00 Rs. 103,567.46 14.40 30% 30% 40%

9 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 103.520 103.520 7786.52 806060.66 0.00 0.00 Rs. 806,060.66 103.52 30% 30% 40%

10 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 12.800 12.800 7358.51 94188.86 0.00 0.00 Rs. 94,188.86 12.80 30% 30% 40%

11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 70.000 16.38 86.380 9127.57 638929.66 149509.54 0.00 Rs. 788,439.21 86.38 30% 30% 40%

12 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 b. Foundation of Bridges t 6.96 6.960 91670.25 0.00 638024.94 0.00 Rs. 638,024.94 6.96 30% 30% 40%

13 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 c. Sub structure of Bridges t 6.38 6.380 91908.60 0.00 586376.87 0.00 Rs. 586,376.87 6.38 30% 30% 40%

14 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 d. Super structure of Bridges t 6.89 6.890 92145.90 0.00 634885.25 0.00 Rs. 634,885.25 6.89 30% 30% 40%

15 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 h. All other type of structures t 1.89 1.890 84019.95 0.00 158797.71 0.00 Rs. 158,797.71 1.89 30% 30% 40%

16 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 10.35 10.350 7063.35 0.00 73105.67 0.00 Rs. 73,105.67 10.35 30% 30% 40%

17 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 21.00 21.000 11761.05 0.00 246982.05 0.00 Rs. 246,982.05 21.00 30% 30% 40%

18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 15.05 15.050 13741.35 0.00 206807.32 0.00 Rs. 206,807.32 15.05 30% 30% 40%

19 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 30.00 30.000 143.85 0.00 4315.50 0.00 Rs. 4,315.50 30.00 30% 30% 40%

20 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight m 30.00 30.000 50.40 0.00 1512.00 0.00 Rs. 1,512.00 30.00 30% 30% 40%

21 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 95.64 95.640 2810.85 0.00 268829.69 0.00 Rs. 268,829.69 95.64 30% 30% 40%

22 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. m 92.00 92.000 250.95 0.00 23087.40 0.00 Rs. 23,087.40 92.00 30% 30% 40%

23 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular Material cum 169.090 169.090 1226.40 0.00 0.00 207371.98 Rs. 207,371.98 169.09 30% 30% 40%

24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 8.000 8.000 3434.55 0.00 0.00 27476.40 Rs. 27,476.40 8.00 30% 30% 40%

25 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 m 44.600 44.600 2173.50 0.00 0.00 96938.10 Rs. 96,938.10 44.60 30% 30% 40%

1 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 515.813 515.813 497.70 0.00 0.00 256719.88 Rs. 256,719.88 515.81 30% 30% 40%

2 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 189.800 189.800 517.65 0.00 0.00 98249.97 Rs. 98,249.97 189.80 30% 30% 40%

3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.For Grading -III Material Cum 435.080 435.080 2636.55 0.00 0.00 1147110.17 Rs. 1,147,110.17 435.08 30% 30% 40%

4 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. Cum 273.750 273.750 2686.95 0.00 0.00 735552.56 Rs. 735,552.56 273.75 30% 30% 40%

5 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 1095.000 1095.000 66.15 0.00 0.00 72434.25 Rs. 72,434.25 1095.00 30% 30% 40%

6 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Sqm 1095.000 1095.000 18.90 0.00 0.00 20695.50 Rs. 20,695.50 1095.00 30% 30% 40%

7 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 Cum 54.750 54.750 11198.25 0.00 0.00 613104.19 Rs. 613,104.19 54.75 30% 30% 40%

8 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 27.375 27.375 15524.25 0.00 0.00 424976.34 Rs. 424,976.34 27.38 30% 30% 40%

9 Reinforced cement concrete M15 grade boundary Stone/Guard Stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. each 296.000 296.000 769.65 0.00 0.00 227816.40 Rs. 227,816.40 296.00 30% 30% 40%

10 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 58.400 58.400 556.50 0.00 0.00 32499.60 Rs. 32,499.60 58.40 30% 30% 40%