CONSTRUCTION OF BRIDGE ACROSS CANAL ON CHIKKODI RAILWAY STATION - KHATAKBHAVI - SAVASUDDI -MUGALKHOD - HANDIGUNDA ROAD (MDR) AT CH 30.05KM IN KUDACHI CONSTITUENCY OF RAIBAG TALUK, BELAGAVI DISTRICT.UNDER THE HOA 5054-80-190-0-01-132 KRDCL BRIDGE FOR THE YEAR 2026-27

NAME OF WORK: CONSTRUCTION OF BRIDGE ACROSS CANAL ON CHIKKODI RAILWAY STATION - KHATAKBHAVI - SAVASUDDI -MUGALKHOD - HANDIGUNDA ROAD (MDR) AT CH:30.05KM IN KUDACHI CONSTITUENCY OF RAIBAG TALUK, BELAGAVI DISTRICT. (37419)

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 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m Cum 311.879 311.879 713.61 222560.68 0.00 0.00 Rs. 222,560.68 311.88 30% 30% 40%

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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates Cum 16.144 16.144 6963.16 112413.93 0.00 0.00 Rs. 112,413.93 16.14 30% 30% 40%

3 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 24.478 24.478 6778.74 165929.34 0.00 0.00 Rs. 165,929.34 24.48 30% 30% 40%

4 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 97.937 97.937 7580.65 742426.97 0.00 0.00 Rs. 742,426.97 97.94 30% 30% 40%

5 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 65.837 65.837 8285.45 545488.14 0.00 0.00 Rs. 545,488.14 65.84 30% 30% 40%

6 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 127.327 127.327 9702.15 1235340.77 0.00 0.00 Rs. 1,235,340.77 127.33 30% 30% 40%

7 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 6.525 6.525 91670.25 598148.38 0.00 0.00 Rs. 598,148.38 6.53 30% 30% 40%

8 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 3.63 3.626 91908.60 0.00 333260.58 0.00 Rs. 333,260.58 3.63 30% 30% 40%

9 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 16.974 16.974 92145.90 0.00 1564084.51 0.00 Rs. 1,564,084.51 16.97 30% 30% 40%

10 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. cc 96000.000 96000.000 0.70 0.00 67536.00 0.00 Rs. 67,536.00 96000.00 30% 30% 40%

11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 10.11 10.110 7063.35 0.00 71410.47 0.00 Rs. 71,410.47 10.11 30% 30% 40%

12 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%

13 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 20.48 20.485 13741.35 0.00 281490.18 0.00 Rs. 281,490.18 20.48 30% 30% 40%

14 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for Installation. m 20.71 20.706 15005.55 0.00 310697.77 0.00 Rs. 310,697.77 20.71 30% 30% 40%

15 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications. m 20.71 20.706 1884.75 0.00 39024.74 0.00 Rs. 39,024.74 20.71 30% 30% 40%

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. cum 55.74 55.740 2810.85 0.00 156677.64 0.00 Rs. 156,677.64 55.74 30% 30% 40%

17 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 32.80 32.800 250.95 0.00 8231.16 0.00 Rs. 8,231.16 32.80 30% 30% 40%

18 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular Material cum 112.99 112.990 1226.40 0.00 138571.45 0.00 Rs. 138,571.45 112.99 30% 30% 40%

19 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 10.00 10.000 3434.55 0.00 34345.50 0.00 Rs. 34,345.50 10.00 30% 30% 40%

20 Provision of an Reinforced cement concrete crash barrier atthe bridge deck & approaches to bridge structure, constructedwithReinforced cement concrete with TMT reinforcementconforming to MORT&H specificatios and as per details givenin IRC-5 including dowel bars, 25 mm dia, 450 mm long atexpansion joints filled with pre-moulded asphalt filler boardetc, keyed to the structure on which it is built and installed asper design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer,all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 60.70 60.696 4783.80 0.00 290357.52 0.00 Rs. 290,357.52 60.70 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 1039.345 1039.345 497.70 0.00 0.00 517282.01 Rs. 517,282.01 1039.35 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 835.800 835.800 517.65 0.00 0.00 432651.87 Rs. 432,651.87 835.80 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 449.400 449.400 2636.55 0.00 0.00 1184865.57 Rs. 1,184,865.57 449.40 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 367.500 367.500 2686.95 0.00 0.00 987454.13 Rs. 987,454.13 367.50 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 1470.000 1470.000 66.15 0.00 0.00 97240.50 Rs. 97,240.50 1470.00 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 1470.000 1470.000 18.90 0.00 0.00 27783.00 Rs. 27,783.00 1470.00 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 73.500 73.500 11198.25 0.00 0.00 823071.38 Rs. 823,071.38 73.50 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 36.750 36.750 15524.25 0.00 0.00 570516.19 Rs. 570,516.19 36.75 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 107.000 107.000 769.65 0.00 0.00 82352.55 Rs. 82,352.55 107.00 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 42.000 42.000 556.50 0.00 0.00 23373.00 Rs. 23,373.00 42.00 30% 30% 40%

11 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 each 35.000 35.000 383.25 0.00 0.00 13413.75 Rs. 13,413.75 35.00 30% 30% 40%