Improvement to Road Rabkavi Terdal Via Halingali from Ch km 0.00 to 2.00 in selected reaches(Proposed Ch km 0.00 to 1.060) in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26

Improvement to Road Rabkavi Terdal Via Halingali from Ch km 0.00 to 2.00 in selected reaches(Proposed Ch km 0.00 to 1.060) in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26

Sl. No. Physical works to be completed Unit Qty Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)

1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 20 83980.00 4199

2 Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 100 20500.00 205

3 Item Name : 11 KV,45 KN Polymeric insulators No 36 6696.00 186

4 Item Name : LT 4 Pin Cross Arm - GI No 80 30320.00 379

5 Item Name : 2 HT ST Support 50x8 mm Flat - GI No 30 3630.00 121

6 Item Name : 1.1 KV Polymeric pin insulators No 40 3480.00 87

7 Item Name : S.E Electrodes No 90 21510.00 239

8 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 15 96015.00 6401

9 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 1 8863.00 8863

10 Item Name : Caution /Danger board No 1 150.00 150

11 Item Name : Anti-climbing device( 12 mtr /1 kg GI Barbed Wire )Lumsum No 4 356.00 89

12 Item Name : GI Wire 8 SMG No 12 900.48 75.04

13 Item Name : GI Wire 7/10 SMG No 15 1187.55 79.17

14 Item Name : 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 18 28512.00 1584

15 Item Name : LT Protection kit No 14 28322.00 2023

16 Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 3.5 50116.50 14319

17 Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 10 170.00 17

18 Item Name : iii, PG clamps -Rabbit to 120 sqm No 6 1638.00 273

19 Item Name : iv. Spacers for DTC WIRING No 8 336.00 42

20 Item Name : MS Fish Plate No 4 312.00 78

21 Item Name : RCC Pole - 9 Mtrs Long, 145 kg WL No 30 212280.00 7076

22 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 38 42294.00 1113

23 Item Name : do - for Rabbit ACSR No 19 82859.00 4361

24 Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 80 12800.00 160

25 Item Name : Fixing of HT/LT Single Top Support No 57 6384.00 112

26 Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 171 15903.00 93

27 Item Name : Fixing Danger Board No 1 80.00 80

28 Item Name : Fixing of LT Protection Kit No 14 4984.00 356

29 Item Name : Fixing guarding including fixing of necessary cross arms between HT and LT line upto a span of 40 Mtr No 18 18612.00 1034

30 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 30 33390.00 1113

31 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 100 111300.00 1113

1 Item Description : 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 m³ 12.92 9753.95 754.95

2 Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia m 15 15072.75 1004.85

3 Item Description : 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 m³ 19.4 2077.74 107.1

4 Item Description : 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates m³ 3.6 21194.46 5887.35

5 Item Description : 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 m³ 8.28 56451.88 6817.86

6 Item Description : 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 m³ 43.82 300546.04 6858.65

7 Item Description : 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 t 1.24 99380.36 80145.45

8 Item Description : PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 m 50 417795.00 8355.9

9 Item Description : Manual Means - 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. m³ 154.44 76864.79 497.7

1 Item Description : Mechanical Means - 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 m³ 1031.6 102902.10 99.75

2 Item Description : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 m² 14.64 6041.20 412.65

3 Item Description : Manual Means - 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. m³ 1481.46 737322.64 497.7

4 Item Description : 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 m³ 1409.1 729420.62 517.65

5 Item Description : 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates m³ 67.5 397396.13 5887.35

6 Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 450 548572.50 1219.05

7 Item Description : 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 m³ 1048.5 2597082.08 2476.95

8 Item Description : 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 m³ 1159.75 3116190.26 2686.95

9 Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 4885 235945.50 48.3

10 Item Description : Tack coat on Bituminous surface - 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. Ref to MoRT&H : IRC - 503 m² 7140 97461.00 13.65

11 Item Description : 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. Ref to MoRT&H : IRC - 504 m³ 357 3076768.80 8618.4

12 Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 m³ 178.5 2060925.30 11545.8

13 Item Description : 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. - 60 cm equilateral triangle Each 2 7541.10 3770.55

14 Item Description : 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 m² 306 170289.00 556.5

15 Item Description : Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Ref to MoRT&H : IRC - 1101.6 m 35 95256.00 2721.6

16 Item Description : 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 No 108 41391.00 383.25

17 Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 Each 2 6066.90 3033.45

18 Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 Each 2 1722.00 861

19 Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 0.9 8500.28 9444.75

20 Item Description : Road Delineators - 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. Ref to MoRT&H : IRC - 806 Each 2 4244.10 2122.05

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

Improvement to Road Rabkavi Terdal Via Halingali from Ch km 0.00 to 2.00 in selected reaches(Proposed Ch km 0.00 to 1.060) in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26

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

1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL 2 months 4448672.68 4500.00

2 Item Description : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Item Description : Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited 2 months 6046678.84 6000.00

3 Item Description : 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. Ref to MoRT&H : IRC - 504 2 months 5472704.48 5500.00

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

1 Item Description : Mechanical Means - 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 m³ 95 99.75 1031.6 102902.1

2 Item Description : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 m² 393 412.65 14.64 6041.2

3 Item Description : Manual Means - 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. m³ 474 497.7 1481.46 737322.64

4 Item Description : 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 m³ 493 517.65 1409.1 729420.62

5 Item Description : 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates m³ 5607 5887.35 67.5 397396.12

6 Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 1161 1219.05 450 548572.5

7 Item Description : 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 m³ 2359 2476.95 1048.5 2597082.08

8 Item Description : 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 m³ 2559 2686.95 1159.75 3116190.26

9 Item Description : Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 46 48.3 4885 235945.5

10 Item Description : Tack coat on Bituminous surface - 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. Ref to MoRT&H : IRC - 503 m² 13 13.65 7140 97461

11 Item Description : 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. Ref to MoRT&H : IRC - 504 m³ 8208 8618.4 357 3076768.8

12 Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 m³ 10996 11545.8 178.5 2060925.3

13 Item Description : 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. - 60 cm equilateral triangle Each 3591 3770.55 2 7541.1

14 Item Description : 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 m² 530 556.5 306 170289

15 Item Description : Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Ref to MoRT&H : IRC - 1101.6 m 2592 2721.6 35 95256

16 Item Description : 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 No 365 383.25 108 41391

17 Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 Each 2889 3033.45 2 6066.9

18 Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 Each 820 861 2 1722

19 Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 8995 9444.75 0.9 8500.28

20 Item Description : Road Delineators - 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. Ref to MoRT&H : IRC - 806 Each 2021 2122.05 2 4244.1

1 Item Description : 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 m³ 719 754.95 12.92 9753.95

2 Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia m 957 1004.85 15 15072.75

3 Item Description : 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 m³ 102 107.1 19.4 2077.74

4 Item Description : 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates m³ 5607 5887.35 3.6 21194.46

5 Item Description : 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 m³ 6184 6817.86 8.28 56451.88

6 Item Description : 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 m³ 6221 6858.65 43.82 300546.04

7 Item Description : 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 t 76329 80145.45 1.24 99380.36

8 Item Description : PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 m 7958 8355.9 50 417795

9 Item Description : Manual Means - 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. m³ 474 497.7 154.44 76864.79

1 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL No 4199 20 83980

2 Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 205 100 20500

3 Item Name : 11 KV,45 KN Polymeric insulators No 186 36 6696

4 Item Name : LT 4 Pin Cross Arm - GI No 379 80 30320

5 Item Name : 2 HT ST Support 50x8 mm Flat - GI No 121 30 3630

6 Item Name : 1.1 KV Polymeric pin insulators No 87 40 3480

7 Item Name : S.E Electrodes No 239 90 21510

8 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 6401 15 96015

9 Item Name : For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS No 8863 1 8863

10 Item Name : Caution /Danger board No 150 1 150

11 Item Name : Anti-climbing device( 12 mtr /1 kg GI Barbed Wire )Lumsum No 89 4 356

12 Item Name : GI Wire 8 SMG No 75.04 12 900.48

13 Item Name : GI Wire 7/10 SMG No 79.17 15 1187.55

14 Item Name : 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 1584 18 28512

15 Item Name : LT Protection kit No 2023 14 28322

16 Item Name : PVC Wire - 120 SqmmAl Wt: 32 Kg, Total Wt: 45.5Kg/100 Mtr Coil No 14319 3.5 50116.5

17 Item Name : ii, Compression type Aluminium Tubular in Line Connector for Aluminum Conductor 120 Sqmm No 17 10 170

18 Item Name : iii, PG clamps -Rabbit to 120 sqm No 273 6 1638

19 Item Name : iv. Spacers for DTC WIRING No 42 8 336

20 Item Name : MS Fish Plate No 78 4 312

21 Item Name : RCC Pole - 9 Mtrs Long, 145 kg WL No 7076 30 212280

22 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1113 38 42294

23 Item Name : do - for Rabbit ACSR No 4361 19 82859

24 Item Name : Fixing of 2 Pin cross arm with Insulator and Braces fixing No 160 80 12800

25 Item Name : Fixing of HT/LT Single Top Support No 112 57 6384

26 Item Name : Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 93 171 15903

27 Item Name : Fixing Danger Board No 80 1 80

28 Item Name : Fixing of LT Protection Kit No 356 14 4984

29 Item Name : Fixing guarding including fixing of necessary cross arms between HT and LT line upto a span of 40 Mtr No 1034 18 18612

30 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1113 30 33390

31 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1113 100 111300

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

Billed upto date during 2025-26

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 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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

6 Progress 2022

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

6 Progress 2023

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

6 Progress 2024

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

6 Progress 2025

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

WMM/WBM Physical in Cum

Financial in lac

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

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 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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

Names of Works Item of work Names of Employers 2022

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

Names of Works Item of work Names of Employers 2023

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

Names of Works Item of work Names of Employers 2024

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

WMM/WBM Physical in Cum

Financial in lac

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

Financial in lac

Names of Works Item of work Names of Employers 2025

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

WMM/WBM Physical in Cum

Financial in lac

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

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