Improvement and widening of road from State Highway-20 Samshi Cross to Hiresamshi, Chikkasamshi via Devanal, Tulsigeri, Kerakalammati Major District Road from km 0.00 to 5.14 in Bilagi constituency of Bagalkot Taluk of Bagalkote District (Under 5054 MDR Improvements for the year 2025-26

Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) Actions

1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 957 957 120 114840

Item Code : 2.17.ix.A

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

Rate Analaysis Performed ?: Yes

2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 391.45 39927.9

Item Code : 1.14.1

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

Rate Analaysis Performed ?: Yes

3 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 1912 1912 75.6 144547.2

Item Code : 14.4.A

Item Description : 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

Rate Analaysis Performed ?: Yes

4 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 853 853 250 213250

Item Code : 8.58.a

Item Description : Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. - 300 mm dia

Rate Analaysis Performed ?: Yes

5 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 180 180 79.87 14376.6

Item Code : 2.11.II.A

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 - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

Rate Analaysis Performed ?: Yes

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 5607 5607 29.23 163892.61

Item Code : 2.1.2

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

Rate Analaysis Performed ?: Yes

7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6184 6493.2 33.12 215054.78

Item Code : 2.2.1

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

Rate Analaysis Performed ?: Yes

8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6718.68 140.11 941354.25

Item Code : 2.4.2

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

Rate Analaysis Performed ?: Yes

9 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 7958 7958 160 1273280

Item Code : 16.15.b

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

Rate Analaysis Performed ?: Yes

10 Category : Vol - 1 -Chapter -II- Concrete Works 0 80019 80019 4.91 392893.29

Item Code : 2.11.h

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. All other type of structures

Rate Analaysis Performed ?: Yes

11 Category : Vol - 1 -Chapter -I- Earth Work --- 119 119 315.54 37549.26

Item Code : 1.7

Item Description : Manual Means - 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. (Royalty shall be recovered @ Rs. 60.00/m³)

Rate Analaysis Performed ?: Yes

1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 393 393 123.36 48480.48

Item Code : 2.5.ii.a

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

Rate Analaysis Performed ?: Yes

2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 19275 115650

Item Code : 3.5

Item Description : 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

Rate Analaysis Performed ?: Yes

3 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 7339.07 748585.14

Item Code : 1.14.1

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

Rate Analaysis Performed ?: Yes

4 Category : Vol - 1 -Chapter -I- Earth Work --- 119 119 5504.3 655011.7

Item Code : 1.7

Item Description : Manual Means - 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. (Royalty shall be recovered @ Rs. 60.00/m³)

Rate Analaysis Performed ?: Yes

5 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 4420.04 2095098.96

Item Code : 1.8

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.

Rate Analaysis Performed ?: Yes

6 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 4399.69 2169047.17

Item Code : 3.6

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

Rate Analaysis Performed ?: Yes

7 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 5977.4 14100686.6

Item Code : 4.2.B.v

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

Rate Analaysis Performed ?: Yes

8 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 6792.5 17382007.5

Item Code : 4.17

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

Rate Analaysis Performed ?: Yes

9 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 9880 247000

Item Code : 16.8.b

Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307

Rate Analaysis Performed ?: Yes

10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 1028 544840

Item Code : 8.15

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

Rate Analaysis Performed ?: Yes

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 365 572 208780

Item Code : 8.43

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

Rate Analaysis Performed ?: Yes

12 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 63 63 27170 1711710

Item Code : 5.1.A.i

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

Rate Analaysis Performed ?: Yes

13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 2889 5 14445

Item Code : 8.16.ii

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

Rate Analaysis Performed ?: Yes

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 820 820 20 16400

Item Code : 8.16.iii

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

Rate Analaysis Performed ?: Yes

15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3562 3562 15 53430

Item Code : 8.5.iv

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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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

Rate Analaysis Performed ?: Yes

16 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 4876 4876 125 609500

Item Code : 6.1

Item Description : Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014

Rate Analaysis Performed ?: Yes

17 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 8083 8083 250 2020750

Item Code : 6.2.1

Item Description : Pavement Quality Concrete using paver - M40 Grade - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3

Rate Analaysis Performed ?: Yes

18 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 21 21 27170 570570

Item Code : 5.32

Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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

Rate Analaysis Performed ?: Yes

19 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10377 10377 1358.5 14097154.5

Item Code : 5.6.i.C

Item Description : Bituminous Macadam Grading - I 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 @ 3.3% 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

Rate Analaysis Performed ?: Yes

20 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 14785 14785 679.25 10042711.25

Item Code : 5.31

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

Rate Analaysis Performed ?: Yes

Item Name : Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance.

Item Name : Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance.

Item Name : Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance.

1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 108 11016

Item Code : 1.14.1

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

Rate Analaysis Performed ?: Yes

2 Category : Vol - 1 -Chapter -II- Concrete Works 0 5607 5607 36 201852

Item Code : 2.1.2

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

Rate Analaysis Performed ?: Yes

3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8398.35 122.62 1029805.68

Item Code : 2.4.2

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

Rate Analaysis Performed ?: Yes

4 Category : Vol - 1 -Chapter -II- Concrete Works 0 80019 80019 5.45 436103.55

Item Code : 2.11.h

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. All other type of structures

Rate Analaysis Performed ?: Yes

S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value Net Amount (Excluding GST) Actions

1 Item Code : Vol-6, Item No.1.01 Page No.3 6276 20 No --- 125520

Item Name : RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785

2 Item Code : Vol-6, Item No. 1.1.1 Page No.57 561 20 No --- 11220

Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.

Unit : Per Fitting

3 Item Code : Vol-6, Item No. 2.02 Page No.58 991 20 No --- 19820

Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth

4 Item Code : Vol-6, Item No. 1.06 Page No.3 3812 127 No --- 484124

Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards.

5 Item Code : Vol-6, Item No. 1.1.1 Page No.57 561 127 No --- 71247

Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.

Unit : Per Fitting

6 Item Code : Vol-6, Item No. 2.02 Page No.58 991 127 No --- 125857

Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth

7 Item Code : Vol-6, Item No.1.05 Page No.3 3342 40 No --- 133680

Item Name : PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards.

8 Item Code : Vol-6, Item No. 1.2.1 Page No.57 449 40 No --- 17960

Item Name : Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.

9 Item Code : Vol-6, Item No.2.01 Page No.58 821 40 No --- 32840

Item Name : Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth

10 Item Code : Vol-6, S.l. No.04 Page No.87 18016 16 No --- 288256

Item Name : Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding 9M RCC Pole

11 Item Code : Vol-6, Item No.1.1.1 Page No.57 561 32 No --- 17952

Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.

12 Item Code : Vol-6, Item No.2.06 Page No.58 3682 16 No --- 58912

Item Name : Erection of 2 Pole Structure using RCC/PSCC Pole 9 to 10 Mtr long

Unit : Per Structure

13 Item Code : Vol-6, S.l. No.09.a Page No.90 749 20 No --- 14980

Item Name : 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers-MS-For RCC Pole

14 Item Code : Vol-6, S.l. No.09.c Page No.90 746 263 No --- 196198

Item Name : 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers-MS-For PSCC Pole 200 KG WL

15 Item Code : Vol-6, Item No.6.06 Page No.6 196 336 No --- 65856

Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)

16 Item Code : Vol-6, Item No. 6.10 Page No.6 178 156 No --- 27768

Item Name : 11 kV, 45 kN Polymeric Insulator

17 Item Code : Vol-6, S.l. No.24.b Page No.92 1015 112 No --- 113680

Item Name : Guy set with 2 Nos. 15 strain insulator & Concreting materials as per Drwg No. BESCOM/GM/CP/7/Dt; 24.10.07-GI

18 Item Code : Vol-6, S.l. No.06.d Page No.88 32575 3 No --- 97725

Item Name : Double Pole Transformer Structure complete with cross arms, braces, clamps, bolts & nuts and washers including 2 No of Poles-For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 M Long, 145 Kg WL - GI

19 Item Code : Vol-6, Item No.3.01 Page No.59 5099 3 No --- 15297

Item Name : Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing-For 25/63/100 kVA

Unit : Per Structure

20 Item Code : Vol-6, Item No.6.02 Page No.60 3885 6 No --- 23310

Item Name : Stringing of Conductor Rabbit ACSR binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Refixing-Rabbit ACSR Conductor

21 Item Code : Vol-6, Note.01 Page No.61 3496.5 6 No --- 20979

Item Name : Releasing Rabbit ACSR Conductor - Ordinary Soil (Labour charges for releasing conductor is 90% of the corresponding stringing rates for New Lines)

22 Item Code : Vol-6, Item No.16.05 Page No.66 738.9 6 No --- 4433.4

Item Name : Any Dismantling work (PSCC Pole - 8 Mtr Long, 200 Kg WL Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth) 90% of the Pole erection charges.

23 Item Code : Vol-6, Item No. 3.01 PageNo. 59 4589.1 3 No --- 13767.3

Item Name : Double Pole TC Sets For 25/63kVA Transformer - MS-Dismantling work-Double Pole TC Sets For 25/63kVA Transformer - MS (90% of the Pole erection charges) (Ref. Note.Sl.129, I.No.16.05 in Page no. 66)

24 Item Code : Vol-6, Item No.16.05 Page No.66 128.7 148 No --- 19047.6

Item Name : Any Dismantling work (LT 4 Pin Cross Arm) 90% of the Pole erection charges.

25 Item Code : Vol-6, Item No.1.06 Page No.3 3812 21 No --- 80052

Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards

26 Item Code : Vol-6, Item No.1.1.1 Page No.57 561 21 No --- 11781

Item Name : Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing-Ordinary Soil

Unit : Per Fitting

27 Item Code : Vol-6, Item No.2.02 Page No.58 991 21 No --- 20811

Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth

28 Item Code : Vol-6, Item No. 2.05 Page No.04 233 27 No --- 6291

Item Name : LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018)

29 Item Code : Vol-6, Item No. 5.02 Page No.60 143 27 No --- 3861

Item Name : Fixing of 4 Pin cross arm with Insulator and Braces fixing

30 Item Code : Vol-6, Item No.6.04 Page No.6 29 80 No --- 2320

Item Name : 1.1 kV GI Pin for 1.1 kV Ceramic Shell Insulator

31 Item Code : Vol-6, Item No.6.07 Page No.6 23 60 No --- 1380

Item Name : No8 Strain Insulator

32 Item Code : Vol-6, S.l. No.24.c Page No.92 938 10 No --- 9380

Item Name : Guy set with No. 8 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07

33 Item Code : Vol-6, Item No.1.7.1 Page No.58 292 10 No --- 2920

Item Name : Digging of Pit for GUY SET Ordinary Soil

34 Item Code : Vol-6, Item No. 5.10 Page No. 60 237 10 No --- 2370

Item Name : Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)

35 Item Code : Vol-6, Item No. 6.01 Page No. 60 2833 18 No --- 50994

Item Name : Stringing of conductor Weasel binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Refixing-Weasel ACSR Conductor

36 Item Code : Vol-6, Item No. 7.03 Page No. 61 2549 18 No --- 45882

Item Name : Releasing of Conductor Weasel

37 Item Code : Vol-6, Item No.16.05 Page No.66 128.7 18 No --- 2316.6

Item Name : Any Dismantling work (LT 4 Pin Cross Arm) 90% of the Pole erection charges.

NAME OF WORK: Improvement and widening of road from State Highway-20 Samshi Cross to Hiresamshi, Chikkasamshi via Devanal, Tulsigeri, Kerakalammati Major District Road from km 0.00 to 5.14 in Bilagi constituency of Bagalkot Taluk of Bagalkote District (Under 5054 MDR Improvements for the year 2025-26

Sl .No Item Name Item Code Unit Qty basic Rate Total

1 Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia 2.17.ix.A m 120.00 957.00 114840.00

2 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 1.14.1 m³ 391.45 102.00 39927.90

3 Item Description : 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 75.60 1912.00 144547.20

4 Item Description : Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. - 300 mm dia 8.58.a m 250.00 853.00 213250.00

5 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 - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means 2.11.II.A m³ 79.87 180.00 14376.60

6 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 2.1.2 m³ 29.23 5607.00 163892.61

7 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 2.2.1 m³ 33.12 6493.20 215054.78

8 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 2.4.2 m³ 140.11 6718.68 941354.25

9 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 16.15.b m 160.00 7958.00 1273280.00

10 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. All other type of structures 2.11.h t 4.91 80019.00 392893.29

11 Item Description : Manual Means - 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. (Royalty shall be recovered @ Rs. 60.00/m³) 1.7 m³ 315.54 119.00 37549.26

12 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 2.5.ii.a 100 m2 123.36 393.00 48480.48

13 Item Description : 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 19275.00 6.00 115650.00

14 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 1.14.1 m³ 7339.07 102.00 748585.14

15 Item Description : Manual Means - 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. (Royalty shall be recovered @ Rs. 60.00/m³) 1.7 m³ 5504.30 119.00 655011.70

16 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. 1.8 m³ 4420.04 474.00 2095098.96

17 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 3.6 m³ 4399.69 493.00 2169047.17

18 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 4.2.B.v m³ 5977.40 2359.00 14100686.60

20 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 4.17 m³ 6792.50 2559.00 17382007.50

21 Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 16.8.b m 9880.00 25.00 247000.00

22 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 8.15 m² 1028.00 530.00 544840.00

23 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 8.43 No. 572.00 365.00 208780.00

24 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 5.1.A.i m² 27170.00 63.00 1711710.00

25 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 8.16.ii each 5.00 2889.00 14445.00

26 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 8.16.iii each 20.00 820.00 16400.00

27 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 8.5.iv each 15.00 3562.00 53430.00

28 Item Description : Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014 6.1 m³ 125.00 4876.00 609500.00

29 Item Description : Pavement Quality Concrete using paver - M40 Grade - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3 6.2.1 m³ 250.00 8083.00 2020750.00

30 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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 5.32 m² 27170.00 21.00 570570.00

32 Item Description : Bituminous Macadam Grading - I 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 @ 3.3% 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 5.6.i.C m³ 1358.50 10377.00 14097154.50

33 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 5.31 m³ 679.25 14785.00 10042711.25

34 Item Name : Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. 0000 Per Km 5.14 31210.00 160419.40

35 Item Name : Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. 0000 Per Km 5.14 54730.00 281312.20

36 Item Name : Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary , Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. 0000 Per Km 5.14 69070.00 355019.80

37 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 1.14.1 m³ 108.00 102.00 11016.00

38 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 2.1.2 m³ 36.00 5607.00 201852.00

39 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 2.4.2 m³ 122.62 8398.35 1029805.68

40 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. All other type of structures 2.11.h t 5.45 80019.00 436103.55

41 Item Name : RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Vol-6, Item No.1.01 Page No.3 Nos 20.00 6276.00 125520.00

42 Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Vol-6, Item No. 1.1.1 Page No.57 Per Fitting 20.00 561.00 11220.00

43 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Vol-6, Item No. 2.02 Page No.58 Nos 20.00 991.00 19820.00

44 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards. Vol-6, Item No. 1.06 Page No.3 Nos 127.00 3812.00 484124.00

45 Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Vol-6, Item No. 1.1.1 Page No.57 Per Fitting 127.00 561.00 71247.00

46 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Vol-6, Item No. 2.02 Page No.58 Nos 127.00 991.00 125857.00

47 Item Name : PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards. Vol-6, Item No.1.05 Page No.3 Nos 40.00 3342.00 133680.00

48 Item Name : Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Vol-6, Item No. 1.2.1 Page No.57 Per Pit 40.00 449.00 17960.00

49 Item Name : Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth Vol-6, Item No.2.01 Page No.58 Nos 40.00 821.00 32840.00

50 Item Name : Double Pole Structure complete including 5 Kg, 8 SWG GI Wire for Structure Grounding 9M RCC Pole Vol-6, S.l. No.04 Page No.87 Set 16.00 18016.00 288256.00

51 Item Name : Digging of Pit-Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Vol-6, Item No.1.1.1 Page No.57 Per Pit 32.00 561.00 17952.00

52 Item Name : Erection of 2 Pole Structure using RCC/PSCC Pole 9 to 10 Mtr long Vol-6, Item No.2.06 Page No.58 Per Structure 16.00 3682.00 58912.00

53 Item Name : 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers-MS-For RCC Pole Vol-6, S.l. No.09.a Page No.90 Set 20.00 749.00 14980.00

54 Item Name : 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers-MS-For PSCC Pole 200 KG WL Vol-6, S.l. No.09.c Page No.90 Set 263.00 746.00 196198.00

55 Item Name : 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Vol-6, Item No.6.06 Page No.6 Nos 336.00 196.00 65856.00

56 Item Name : 11 kV, 45 kN Polymeric Insulator Vol-6, Item No. 6.10 Page No.6 Nos 156.00 178.00 27768.00

57 Item Name : Guy set with 2 Nos. 15 strain insulator & Concreting materials as per Drwg No. BESCOM/GM/CP/7/Dt; 24.10.07-GI Vol-6, S.l. No.24.b Page No.92 Set 112.00 1015.00 113680.00

58 Item Name : Double Pole Transformer Structure complete with cross arms, braces, clamps, bolts & nuts and washers including 2 No of Poles-For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 M Long, 145 Kg WL - GI Vol-6, S.l. No.06.d Page No.88 Set 3.00 32575.00 97725.00

59 Item Name : Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing-For 25/63/100 kVA Vol-6, Item No.3.01 Page No.59 Per Structure 3.00 5099.00 15297.00

60 Item Name : Stringing of Conductor Rabbit ACSR binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Refixing-Rabbit ACSR Conductor Vol-6, Item No.6.02 Page No.60 Per Km 6.00 3885.00 23310.00

61 Item Name : Releasing Rabbit ACSR Conductor - Ordinary Soil (Labour charges for releasing conductor is 90% of the corresponding stringing rates for New Lines) Vol-6, Note.01 Page No.61 Per Km 6.00 3496.50 20979.00

62 Item Name : Any Dismantling work (PSCC Pole - 8 Mtr Long, 200 Kg WL Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth) 90% of the Pole erection charges. Vol-6, Item No.16.05 Page No.66 Nos 6.00 738.90 4433.40

63 Item Name : Double Pole TC Sets For 25/63kVA Transformer - MS-Dismantling work-Double Pole TC Sets For 25/63kVA Transformer - MS (90% of the Pole erection charges) (Ref. Note.Sl.129, I.No.16.05 in Page no. 66) Vol-6, Item No. 3.01 PageNo. 59 Set 3.00 4589.10 13767.30

64 Item Name : Any Dismantling work (LT 4 Pin Cross Arm) 90% of the Pole erection charges. Vol-6, Item No.16.05 Page No.66 Nos 148.00 128.70 19047.60

65 Item Name : PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Vol-6, Item No.1.06 Page No.3 Nos 21.00 3812.00 80052.00

66 Item Name : Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing-Ordinary Soil Vol-6, Item No.1.1.1 Page No.57 Per Fitting 21.00 561.00 11781.00

67 Item Name : Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Vol-6, Item No.2.02 Page No.58 Nos 21.00 991.00 20811.00

68 Item Name : LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) Vol-6, Item No. 2.05 Page No.04 Nos 27.00 233.00 6291.00

69 Item Name : Fixing of 4 Pin cross arm with Insulator and Braces fixing Vol-6, Item No. 5.02 Page No.60 Each 27.00 143.00 3861.00

70 Item Name : 1.1 kV GI Pin for 1.1 kV Ceramic Shell Insulator Vol-6, Item No.6.04 Page No.6 Nos 80.00 29.00 2320.00

71 Item Name : No8 Strain Insulator Vol-6, Item No.6.07 Page No.6 Nos 60.00 23.00 1380.00

72 Item Name : Guy set with No. 8 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 Vol-6, S.l. No.24.c Page No.92 Set 10.00 938.00 9380.00

73 Item Name : Digging of Pit for GUY SET Ordinary Soil Vol-6, Item No.1.7.1 Page No.58 Per Pit 10.00 292.00 2920.00

74 Item Name : Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Vol-6, Item No. 5.10 Page No. 60 Per Set 10.00 237.00 2370.00

75 Item Name : Stringing of conductor Weasel binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Refixing-Weasel ACSR Conductor Vol-6, Item No. 6.01 Page No. 60 Per Km 18.00 2833.00 50994.00

76 Item Name : Releasing of Conductor Weasel Vol-6, Item No. 7.03 Page No. 61 Per Km 18.00 2549.00 45882.00

77 Item Name : Any Dismantling work (LT 4 Pin Cross Arm) 90% of the Pole erection charges. Vol-6, Item No.16.05 Page No.66 Nos 18.00 128.70 2316.60

cc+pcc+pqc 736.08 588.864

NAME OF WORK: Improvement and widening of road from State Highway-20 Samshi Cross to Hiresamshi, Chikkasamshi via Devanal, Tulsigeri, Kerakalammati Major District Road from km 0.00 to 5.14 in Bilagi constituency of Bagalkot Taluk of Bagalkote District (Under 5054 MDR Improvements 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 Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Upto 600 mm dia 3 months 23483525.94 23483.53 31.01

2 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 3 months 23379432.50 23379.43 30.87651587

3 Item Description : Bituminous Macadam Grading - I 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 @ 3.3% 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 3 months 28856182.28 28856.18 38.10949518

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