Construction of Bridge on Ramdurga Manvi State Highway 14 at Km 103.00 (Ramavadagi Cross) and 105.50 (Bekamaladinni) in Hungund Taluk of Bagalkote Dist.(Proposed at Km 105.50 Bekamaladinni) Under H/A 5054-80-190-0-01-132 KRDCL Capital Exependiture for the Year 2025-26

Construction of Bridge on Ramdurga Manvi State Highway 14 at Km 103.00 (Ramavadagi Cross) and 105.50 (Bekamaladinni) in Hungund Taluk of Bagalkote Dist.(Proposed at Km 105.50 Bekamaladinni) Under H/A 5054-80-190-0-01-132 KRDCL Capital Exependiture for the 2025-26

Milestone dates Physical works to be completed Period from the date of issue of Notice to proceed with the work (Months) Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs) In percentage

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 - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 2 5760354.75 5760.35 26.22

2 . Steel Fabrication 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. Sub structure of Bridges 2 9101779.23 9101.78 41.44

3 . Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 2 7103473.17 7103.47 32.34

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

Construction of Bridge on Ramdurga Manvi State Highway 14 at Km 103.00 (Ramavadagi Cross) and 105.50 (Bekamaladinni) in Hungund Taluk of Bagalkote Dist.(Proposed at Km 105.50 Bekamaladinni) Under H/A 5054-80-190-0-01-132 KRDCL Capital Exependiture for the 2025-26

Sl. No. Item of Work Unit Rate Quantity Amount

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 - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 2.8.ii.a m³ 719 98.28 70663.32

2 . Mechanical Means - 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 1.14.1 m³ 111.27 1387.89 154430.52

3 . Mechanical Means - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 1.23 m³ 2682 124.09 332809.38

4 . 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 2.1.3 m³ 6455.95 105.94 683943.34

5 . 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.1 m³ 7015.97 58.57 410925.36

6 . 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3 m³ 7064.76 76.52 540595.44

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.5 m³ 7242.88 161.54 1170014.84

8 . 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3 m³ 7472.34 70.02 523213.25

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.4 m³ 7951.13 67.43 536144.7

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.3 m³ 9020.87 148.28 1337614.6

MILSTONE NO-1 5760354.75 26.22

11 . Steel Fabrication 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. Sub structure of Bridges 2.11.c t 87532 63.77 5581915.64

12 . Steel Fabrication 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. Super structure of Bridges 2.11.d t 87758 23.49 2061435.42

13 . PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 13.8 m³ 6727 18.48 124314.96

14 . Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 1500, 1600, 1700 & 2704 13.9 m³ 11201 39.21 439191.21

15 . Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702 13.2 m³ 13087 25.15 329138.05

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. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 12.4 m³ 2677 211.35 565783.95

MILSTONE NO-2 9101779.23 41.44

17 . Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 12.3.A m³ 1168 1026.15 1198543.2

18 . 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. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 13.5 m 2070 55.95 115816.5

19 . Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 13.15.ii m 137 37.34 5115.58

20 . Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 13.7 No 3271 6 19626

21 . Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 14.3 m³ 6289 64.02 402621.78

22 . Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2504 14.5 m³ 3036 11.25 34155

23 . 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 - Stone/Boulder. Ref to MoRT&H : IRC - 2504 14.4.A m³ 1912 22.5 43020

24 . 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. Ref to MoRT&H : IRC - 305 3.6 m³ 493 346.88 171011.84

25 . 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. Ref to MoRT&H : IRC - 401 4.2.B.v m³ 2359 348.82 822866.38

26 . 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 4.17 m³ 2559 241.5 617998.5

27 . Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) 6.6 m³ 6338 322 2040836

28 . 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. Ref to MoRT&H : IRC - 803 8.15 m² 530 69 36570

29 . 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. - 90 cm equilateral triangle 8.6.A.ii each 4735 4 18940

30 . Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 8.43 No. 365 52 18980

31 . 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. Ref to MoRT&H : IRC - 305.4.3 3.5 m² 6 700 4200

32 . Mechanical Means - 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 1.14.1 m³ 102 248.4 25336.8

33 . 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 2.1.3 m³ 5918 41.4 245005.2

34 . 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.2 m³ 8398.35 97.2 816319.62

35 . Steel Fabrication 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. All other type of structures 2.11.h t 80019 5.83 466510.77

MILSTONE NO-3 7103473.17 32.34

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

Construction of Bridge on Ramdurga Manvi State Highway 14 at Km 103.00 (Ramavadagi Cross) and 105.50 (Bekamaladinni) in Hungund Taluk of Bagalkote Dist.(Proposed at Km 105.50 Bekamaladinni) Under H/A 5054-80-190-0-01-132 KRDCL Capital Exependiture for the 2025-26

Sl. No. Item of Work Unit Rate Quantity Amount

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 - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 2.8.ii.a m³ 719 98.28 70663.32

2 . Mechanical Means - 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 1.14.1 m³ 111.27 1387.89 154430.52

3 . Mechanical Means - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 1.23 m³ 2682 124.09 332809.38

4 . 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 2.1.3 m³ 6455.95 105.94 683943.34

5 . 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.1 m³ 7015.97 58.57 410925.36

6 . 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3 m³ 7064.76 76.52 540595.44

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.5 m³ 7242.88 161.54 1170014.84

8 . 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3 m³ 7472.34 70.02 523213.25

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.4 m³ 7951.13 67.43 536144.7

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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.3 m³ 9020.87 148.28 1337614.6

11 . Steel Fabrication 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. Sub structure of Bridges 2.11.c t 87532 63.77 5581915.64

12 . Steel Fabrication 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. Super structure of Bridges 2.11.d t 87758 23.49 2061435.42

13 . PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 13.8 m³ 6727 18.48 124314.96

14 . Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 1500, 1600, 1700 & 2704 13.9 m³ 11201 39.21 439191.21

15 . Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702 13.2 m³ 13087 25.15 329138.05

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. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 12.4 m³ 2677 211.35 565783.95

17 . Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 12.3.A m³ 1168 1026.15 1198543.2

18 . 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. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 13.5 m 2070 55.95 115816.5

19 . Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 13.15.ii m 137 37.34 5115.58

20 . Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 13.7 No 3271 6 19626

21 . Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 14.3 m³ 6289 64.02 402621.78

22 . Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2504 14.5 m³ 3036 11.25 34155

23 . 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 - Stone/Boulder. Ref to MoRT&H : IRC - 2504 14.4.A m³ 1912 22.5 43020

24 . 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. Ref to MoRT&H : IRC - 305 3.6 m³ 493 346.88 171011.84

25 . 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. Ref to MoRT&H : IRC - 401 4.2.B.v m³ 2359 348.82 822866.38

26 . 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 4.17 m³ 2559 241.5 617998.5

27 . Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) 6.6 m³ 6338 322 2040836

28 . 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. Ref to MoRT&H : IRC - 803 8.15 m² 530 69 36570

29 . 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. - 90 cm equilateral triangle 8.6.A.ii each 4735 4 18940

30 . Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 8.43 No. 365 52 18980

31 . 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. Ref to MoRT&H : IRC - 305.4.3 3.5 m² 6 700 4200

32 . Mechanical Means - 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 1.14.1 m³ 102 248.4 25336.8

33 . 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 2.1.3 m³ 5918 41.4 245005.2

34 . 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.2 m³ 8398.35 97.2 816319.62

35 . Steel Fabrication 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. All other type of structures 2.11.h t 80019 5.83 466510.77

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs.lakhs)

Billed upto date during 2024-25

Attach Chartered Accountant's Yearwise Statements

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of markout / Date of Handing over of site Specified period of completion (including/ excluding Monsoon) Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority.

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

This is to certify that M/s Sri / Smt.

has executed / is executing (strike off which ever is not applicable) the work of..

in this Organisation. The details of the work is as under :

1 Name of the Project

2 Name of the Work

3 Contract Amount

4 Date of signing the Agreement

5 Date of handing over of the Site

6 Progress 2017

January February March April May June July August September October November December

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

6 Progress 2018

January February March April May June July August September October November December

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

6 Progress 2019

January February March April May June July August September October November December

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

6 Progress 2020

January February March April May June July August September October November December

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

6 Progress 2021

January February March April May June July August September October November December

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion.

9 Actual Date of Completion/Probable Date of Completion.

10 Cost of balance work (if work is in progress)

11 Reasons if any for delay in completion, if work completion is delayed

12 Penalty if any imposed

13 Any other information.

* Monthlywise progress shall be furnished seperately.

Place : (Authorised Signatory)

Address for correspondence:

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of work Names of Employers 2017

January February March April May June July August September October November December Remarks (Indicate contract reference)

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

Names of Works Item of work Names of Employers 2018

January February March April May June July August September October November December Remarks (Indicate contract reference)

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

Names of Works Item of work Names of Employers 2019

January February March April May June July August September October November December Remarks (Indicate contract reference)

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

Names of Works Item of work Names of Employers 2020

January February March April May June July August September October November December Remarks (Indicate contract reference)

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

Names of Works Item of work Names of Employers 2021

January February March April May June July August September October November December Remarks (Indicate contract reference)

Earthwork Physical in Cum

Financial in lac

GSB Physical in Cum

Financial in lac

WBM/WMM Physical in Cum

Financial in lac

Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum

Financial in lac

PCC/RCC Physical in Cum

Financial in lac

TMT Steel Physical in Tonne

Financial in lac

* Monthlywise progress shall be furnished seperately.

Place : CONTRACTOR

Address for correspondence:

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs.Lakhs Date of Markout / Date of Handing over of site Speified period of completion (including / excluding Monsoon) Cost of balance works remaining Rs.in Lac Probable date of completion.

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs. Lac Specified period of completion (including / excluding Monsoon) Probable Date of Handing over of site.

Attach letters of Acceptance received.

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs.lac Specified period of completion (including / excluding Monsoon) Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

List of Machinery

Item of Equipment Requirement Owned / Hired / Leased Owner / Hired / Lease and available Remarks

No. Capacity Number / Capacity Age / Condition

BANKER’S CERTIFICATE

This is to certify that M/s. ________________________________________________ is a reputed company with a good financial standing. If the contract for this work, namely ________________________________________________________ (name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs._______________________________ to meet the working capital requirements for executing the above contract

Signature of the Bank Manger

along with Seal

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status