Construction of Bridge and Approach road on Raibag-Kankanawadi road (MDR) at Ch. 15.40 in Raibag 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 and Approach road on Raibag-Kankanawadi road (MDR) at Ch. 15.40 in Raibag Constituency of Raibag Taluk, Belagavi District Under the HOA 5054-80-190-0-01-132 KRDCL BRIDGE for the year 2026-27 (36497)

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 Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc by Mechanical means Cum 211.200 211.200 189.00 39916.80 0.00 0.00 Rs. 39,916.80 211.20 30% 30% 40%

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (ii) By Mechanical Means b. Prestressed / RCC grade M-20 & above Cum 250.360 250.360 1163.40 291268.82 0.00 0.00 Rs. 291,268.82 250.36 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 ordinary/soft rock without blasting upto 1.5 m depth Cum 718.200 718.200 415.80 298627.56 0.00 0.00 Rs. 298,627.56 718.20 30% 30% 40%

4 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 39.160 39.160 6213.90 243336.32 0.00 0.00 Rs. 243,336.32 39.16 30% 30% 40%

5 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 128.480 128.480 7432.79 954964.86 0.00 0.00 Rs. 954,964.86 128.48 30% 30% 40%

6 4% for Open Foundation as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 5 Page No. 111 Cum 90.480 90.480 272.53 24658.51 0.00 0.00 Rs. 24,658.51 90.48 30% 30% 40%

7 Add 10% for Retaining Wall as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 10 Page No. 111 Cum 38.000 38.000 681.34 25890.92 0.00 0.00 Rs. 25,890.92 38.00 30% 30% 40%

8 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 150.120 150.120 7589.72 1139368.77 0.00 0.00 Rs. 1,139,368.77 150.12 30% 30% 40%

9 Add 10% for Retaining Wall as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 10 Page No. 111 Cum 150.120 150.120 695.73 104442.99 0.00 0.00 Rs. 104,442.99 150.12 30% 30% 40%

10 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 150.000 57.91 207.910 7893.26 1183989.00 457098.69 0.00 Rs. 1,641,087.69 207.91 30% 30% 40%

11 Add 20% for Solid Slab Super Structure as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 1 Page No. 112 Cum 207.910 207.910 1447.11 0.00 300868.64 0.00 Rs. 300,868.64 207.91 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges Tonne 9.930 9.930 91670.25 0.00 910285.58 0.00 Rs. 910,285.58 9.93 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub Structure of Bridges Tonne 16.320 16.320 91908.60 0.00 1499948.35 0.00 Rs. 1,499,948.35 16.32 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges Tonne 12.000 8.13 20.130 92145.90 0.00 1105750.80 749146.17 Rs. 1,854,896.97 20.13 30% 30% 40%

15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 15.000 15.000 7063.35 0.00 0.00 105950.25 Rs. 105,950.25 15.00 30% 30% 40%

16 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 30.000 30.000 11761.05 0.00 0.00 352831.50 Rs. 352,831.50 30.00 30% 30% 40%

17 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) Cum 27.300 27.300 13741.35 0.00 0.00 375138.86 Rs. 375,138.86 27.30 30% 30% 40%

18 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 86.700 86.700 2810.85 0.00 0.00 243700.70 Rs. 243,700.70 86.70 30% 30% 40%

19 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 12.000 12.000 3434.55 0.00 0.00 41214.60 Rs. 41,214.60 12.00 30% 30% 40%

20 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 40.000 40.000 1884.75 0.00 0.00 75390.00 Rs. 75,390.00 40.00 30% 30% 40%

21 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 Nos/mtr 25.200 25.200 250.95 0.00 0.00 6323.94 Rs. 6,323.94 25.20 30% 30% 40%

22 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 227.300 227.300 497.70 0.00 0.00 113127.21 Rs. 113,127.21 227.30 30% 30% 40%

23 Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete Cum 28.000 28.000 8275.00 0.00 0.00 231700.00 Rs. 231,700.00 28.00 30% 30% 40%

24 Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete Cum 57.000 57.000 6066.00 0.00 0.00 345762.00 Rs. 345,762.00 57.00 30% 30% 40%

25 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder Cum 24.000 24.000 2007.60 0.00 0.00 48182.40 Rs. 48,182.40 24.00 30% 30% 40%

26 Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 40.000 40.000 769.65 0.00 0.00 30786.00 Rs. 30,786.00 40.00 30% 30% 40%

27 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 as per approved drawings and technical specifications. M 72.800 72.800 2173.50 0.00 0.00 158230.80 Rs. 158,230.80 72.80 30% 30% 40%

28 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. M 40.000 40.000 143.85 0.00 0.00 5754.00 Rs. 5,754.00 40.00 30% 30% 40%

29 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Each 4.000 4.000 2122.05 0.00 0.00 8488.20 Rs. 8,488.20 4.00 30% 30% 40%

30 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. M2 146.800 146.800 88.20 0.00 0.00 12947.76 Rs. 12,947.76 146.80 30% 30% 40%

31 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. (II)90 cm equilateral triangle Each 2.000 2.000 4971.75 0.00 0.00 9943.50 Rs. 9,943.50 2.00 30% 30% 40%

1 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 Cum 626.200 626.200 99.75 0.00 0.00 62463.45 Rs. 62,463.45 626.20 30% 30% 40%

2 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. Cum 438.340 438.340 124.95 0.00 0.00 54770.58 Rs. 54,770.58 438.34 30% 30% 40%

3 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 1995.480 1995.480 497.70 0.00 0.00 993150.40 Rs. 993,150.40 1995.48 30% 30% 40%

4 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 348.640 348.640 517.65 0.00 0.00 180473.50 Rs. 180,473.50 348.64 30% 30% 40%

5 For Grading -V Material, 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 Cum 103.200 103.200 2476.95 0.00 0.00 255621.24 Rs. 255,621.24 103.20 30% 30% 40%

6 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. Cum 60.000 60.000 2686.95 0.00 0.00 161217.00 Rs. 161,217.00 60.00 30% 30% 40%

7 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 0.90 kg per m2 using mechanical means. Sqm 240.000 240.000 66.15 0.00 0.00 15876.00 Rs. 15,876.00 240.00 30% 30% 40%

8 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 1120.000 1120.000 18.90 0.00 0.00 21168.00 Rs. 21,168.00 1120.00 30% 30% 40%

9 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates 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 56.000 56.000 11110.05 0.00 0.00 622162.80 Rs. 622,162.80 56.00 30% 30% 40%

10 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 alig\nment and rolled as per MoRTH V revision. Cum 28.000 28.000 15524.25 0.00 0.00 434679.00 Rs. 434,679.00 28.00 30% 30% 40%

11 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 42.560 42.560 556.50 0.00 0.00 23684.64 Rs. 23,684.64 42.56 30% 30% 40%

12 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 No. 500.00 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. No 27.000 27.000 383.25 0.00 0.00 10347.75 Rs. 10,347.75 27.00 30% 30% 40%