Resurface to Sankeshwara Sangam SH-44 From km 192.10 to 199.00 in Hunagund Taluk of Bagalkot Dist Under CMIDP 4059-60-051-0-60-132 for the year 2025-26

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

Billed upto date during 2022-23

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 2015

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

RCC precast fencing pole Physical in Each

Financial in lac

6 Progress 2016

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

RCC precast fencing pole Physical in Each

Financial in lac

6 Progress 2017

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

RCC precast fencing pole Physical in Each

Financial in lac

6 Progress 2018

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

RCC precast fencing pole Physical in Each

Financial in lac

6 Progress 2019

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

RCC precast fencing pole Physical in Each

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 2015

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

RCC precast fencing pole Physical in Each

Financial in lac

Names of Works Item of work Names of Employers 2016

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

RCC precast fencing pole Physical in Each

Financial in lac

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)

RCC precast fencing pole Physical in Each

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)

RCC precast fencing pole Physical in Each

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)

RCC precast fencing pole Physical in Each

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

Resurface to Sankeshwara Sangam SH-44 From km 192.10 to 199.00 in Hunagund Taluk of Bagalkot Dist Under CMIDP 4059-60-051-0-60-132 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) In percentage

1 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 (Vol No-3 P.No.43, I.No.5.32) 1 months 4996683.24 4996.68 10.35

2 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site,laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol No-3 P.No.38, I.No.5.17(c)) 3 months 34692102.40 34692.10 71.83

3 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. (Vol No-3 P.No.67, I.No.8.15) 2 months 8610396.00 8610.40 17.83

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

1 Item Name : Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer a In area of light jungle (P.No.9, I.No.2.5 ii a Vol -III R&B SR 2023-24) sqm 463.74 75.48 35003.1

2 Item Name : Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (P.No.15, I.No.3.5 Vol -III R&B SR 2023-24) sqm 7.08 13875 98235

3 Item Name : Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. sqm 4.72 13875 65490

4 Item Name : Construction of unlined surface drains of average crosssectional 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. (B) Mechanical Means m 29.5 1700 50150

5 Item Name : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 581.74 6403.3 3725055.74

6 Item Name : 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 B By Mix in Place Method (v) For Grading -V Material cum 2783.62 4606.5 12822745.53

7 Item Name : Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density each 3019.62 5087.5 15362316.75

8 Item Name : Prime Coat over WMM/WBM (i) 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. sqm 48.38 20350 984533

9 Item Name : 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 sqm 14.16 20350 288156

10 Item Name : 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 @ 3.40 percentage by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 9039.98 1017.5 9198179.65

11 Item Name : 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 perentage by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. cum 11979.36 508.75 6094499.4

12 Item Name : Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii) Ordinary kilometer stone (precast) (P.No.67, I.No.8.16 ii Vol -III R&B SR 2023-24) each 3453.86 4 13815.44

13 Item Name : Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc iii)Hectometer stone (precast) (P.No.67, I.No.8.16 iii Vol -III R&B SR 2023-24) each 993.56 13 12916.28

14 Item Name : Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (P.No.65, I.No.8.8 Vol -III R&B SR 2023-24) sqm 11448.36 2.16 24728.46

15 Item Name : 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.(P.No.67, I.No.8.15 Vol -III R&B SR 2022) sqm 625.4 740 462796.00

16 Item Name : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer (P.No.74, I.No.8.43 Vol -III R&B SR 2023-24) no 430.7 414 178309.8

17 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. perKm 36827.8 3.82 140682.2

18 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. perKm 64581.4 3.82 246700.95

19 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. perKm 81502.6 3.82 311339.93

1 6th year Renewals Item Name : 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 sqm 14.16 20350 288156.00

2 Item Name : 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 perentage by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. cum 11979.36 508.75 6094499.4

3 Item Name : 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.(P.No.67, I.No.8.15 Vol -III R&B SR 2022) sqm 625.4 740 462796

4 Item Name : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer (P.No.74, I.No.8.43 Vol -III R&B SR 2023-24) No 430.7 414 178309.8

Earthwork 6403.3 5122.64

Asphalting(BM/DBM/BC/SDBC) 2035.0 1628.00

S.No Item Details Rate INR Quantity Is BuyBack Minimum BuyBack Value Net Amount

Item Code : V-III P.No.9, I.No.2.5 ii a

1 Item Name : Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer a In area of light jungle (P.No.9, I.No.2.5 ii a Vol -III R&B SR 2023-24) Unit : 100 Sqm sqm 393 112.8 No --- 44330.4

Item Code : V-III P.No.17, I.No.3.5

2 Item Name : Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (P.No.15, I.No.3.5 Vol -III R&B SR 2023-24) sqm 6 17625 No --- 105750

Item Code : V-III P.No.18, I.No.3.11

3 Item Name : Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. sqm 4 17625 No --- 70500

Item Code : V-I P.No.8, I.No.1.14.1

4 Item Name : 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 (P.No.8, I.No.1.14.1 Vol -I Common SR 2023-24) Cum 102 10369.79 No --- 1057718.58

Item Code : V-I P.No7, I.No.1.7

5 Item Name : 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) Cum 119 7354.44 No --- 875178.36

6 Item Code : V-I P.No7, I.No.1.8

Item Name : Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 474 1032.47 No --- 489390.78

7 Item Code : V-III P.No.17, I.No.3.6

Item Name : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 493 4185.94 No --- 2063668.42

8 Item Code : V-III P.No.23, I.No.4.2 (v)

Item Name : 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 B By Mix in Place Method (v) For Grading -V Material Cum 2359 5452 No --- 12861268

9 Item Code : V-III P.No.26, I.No.4.17

Item Name : Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density each 2559 6462.5 No --- 16537537.5

10 Item Code : V-III P.No.31, I.No.5.1 A (i)

Item Name : Prime Coat over WMM/WBM (i) 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. sqm 41 25850 No --- 1059850

11 Item Code : V-III P.No.43, I.No.5.32

Item Name : 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 sqm 12 25850 No --- 310200

12 Item Code : V-III P.No.32, I.No.5.6 (i) C

Item Name : 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 cum 7462 1292.5 No --- 9644635

13 Item Code : V-III P.No.43 I.No. 5.31

Item Name : 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. cum 10152 646.25 No --- 6560730

14 Item Code : V-III P.No.144, I.No.16.8 b

Item Name : Construction of unlined surface drains of average crosssectional 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. (B) Mechanical Means m 25 9400 No --- 235000

15 Item Code : V-III P.No.67, I.No.8.16 ii

Item Name : Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii) Ordinary kilometer stone (precast) (P.No.67, I.No.8.16 ii Vol -III R&B SR 2023-24) each 2927 6 No --- 17562

16 Item Code : V-III P.No.67, I.No.8.16 iii

Item Name : Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc iii)Hectometer stone (precast) (P.No.67, I.No.8.16 iii Vol -III R&B SR 2023-24) each 842 20 No --- 16840

17 Item Code : V-III P.No.64, I.No.8.5 iv

Item Name : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. iV) 60 cm equilateral triangle (P.No.64, I.No.8.5 iv Vol -III R&B SR 2023-24) each 3576 12 No --- 42912

18 Item Code : V-III P.No.67, I.No.8.15

Item Name : 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.(P.No.67, I.No.8.15 Vol -III R&B SR 2022) 1 sqm 530 940 No --- 498200

19 Item Code : V-III P.No.74, I.No.8.43

Item Name : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer (P.No.74, I.No.8.43 Vol -III R&B SR 2023-24) no 365 522 No --- 190530

Cross Drainage Works

1 Item Code : V-III P.No.10, I.No.2.11

Item Name : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead II By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (P.No.10, I.No.2.11 Vol -III R&B SR 2023-24) Cum 180 129.67 No --- 23340.6

2 Item Code : V-III P.No.11, I.No.2.17 ix A

Item Name : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A) Upto 600 mm dia(P.No.11, I.No.2.17 ix A Vol -III R&B SR 2023-24) m 957 156.5 No --- 149770.5

3 Item Code : V-I P.No.8, I.No.1.14.1

Item Name : 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 (P.No.8, I.No.1.14.1 Vol -I Common SR 2023-24) cum 102 425.87 No --- 43438.74

4 Item Code : V-I P.No7, I.No.1.8

Item Name : Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. cum 474 585.42 No --- 277489.08

5 Item Code : V-I P.No.15, I.No.2.1.2

Item Name : Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggegates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates(P.No.15, I.No.2.1.2 Vol -I Common SR 2023-24) cum 5664 41.5 No --- 235056

6 Item Code : V-I P.No.17, I.No.2.2.1

Item Name : 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No.15, I.No.2.2.1 Vol -I Common SR 2022) cum 6601.35 54.51 No --- 359839.59

7 Item Code : V-I P.No.17, I.No.2.4.2

Item Name : 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No.17, I.No.2.4.2 Vol -I Common SR 2023-24) cum 6828.84 229.25 No --- 1565511.57

8 Item Code : V-III P.No.87, I.No.9.1 i

Item Name : Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 i.1000mm dia (P.No.87, I.No.9.1 i Vol -III R&B SR 2023-24) m 10767 270 No --- 2907090

9 Item Code : V-III P.No.129, I.No.14.4

Item Name : Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulder cum 1912 96 No --- 183552

10 Item Code : V-I P.No.18, I.No.2.11

Item Name : 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. h. All other type of structures (P.No.18, I.No.2.11 Vol -I R&B SR 2023-24) ton 79011 8.11 No --- 640779.21

11 Item Code : V-III P.No.80, I.No8.58 a

Item Name : 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. a. 300 mm dia (P.No.80, I.No.8.58a Vol -III R&B SR 2023-24) m 853 150 No --- 127950

1 Item Code : SE BGM Circle Approved rates

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. Per Km 31210 4.7 No --- 146687

2 Item Code : SE BGM Circle Approved rates

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. Per Km 54730 4.7 No --- 257231

3 Item Code : SE BGM Circle Approved rates

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. Per Km 69070 4.7 No --- 324629

Earthwork 23953.93 19163.144

Asphalting(BM/DBM/BC/SDBC) 1938.75 1551.0

TMT Steel 8.11 6.5

Name Of Work : Improvements to Kakanur-Neeralkeri MDR Road Ch Km 0.60 to 1.60 and 2.8 to 5.00 (proposed Ch Km 0.60 to 1.60 & 2.8 to 3.75 ) in Badami Taluk Bagalkote District.

Strengthening and Asphalting of Road

Sl No Item of Description Unit Qty Rate Amount

1 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 A) Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means cum 11.25 180 2025

2 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 cum 19.04 102 1942.08

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed_x0002_ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m cum 11.11 266 2955.26

4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M7.5) Using 20 mm nominal size graded crushed coarse aggregates cum 6.91 5989 41383.99

5 Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 31.4 6227 195527.8

6 Culvert( Headwals) : Add 8% Appendix I Additionalities for Formwork of cum 31.4 498.16 15642.224

7 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 14.53 6227 90478.31

8 Culvert( Headwals) : Add 8% Appendix I Additionalities for Formwork of Cum 14.53 498.16 7238.2648

9 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. Tonne 0.54 79011 42665.94

10 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. 1200mm dia m 27.5 8425 231687.5

11 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(SR 2023-24, Vol II, P No:44, I No:8.23.1) Sq-m 49.64 34 1687.76

12 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 cum 916.50 102.00 93483

13 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 sqm 4368.75 6.00 26212.50

14 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. sqm 0.00 4.00 0.00

15 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 cum 1736.71 493.00 856198.03

16 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 cum 2270.44 2359.00 5355967.96

17 Wet Mix Macadam (Plant mix method):Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density cum 2689.69 2559.00 6882916.71 0.00

18 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 per m2 using mechanical means. sqm 10781.25 41.00 442031.25

19 Bituminous Macadam Grading - II for traffic <20 MSA:Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 539.06 7661.00 4129738.66

20 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 sqm 10781.25 12.00 129375.00

21 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. cum 269.53 10152.00 2736268.56

22 Retro-Reflectorised Traffic Signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle Nos 2.00 4684.00 9368.00

23 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.(P.No.67, I.No.8.15 Vol -III R&B SR 2022) Sqm 500.00 530.00 0.00

24 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)(Vol-III, P.No.57, I.No.8.16(ii)) Each 3.00 2927.00 8781.00

25 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)(Vol-III, P.No.57, I.No.8.16(iii)) Each 6.00 842.00 5052.00

26 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. Sqm 390.00 530.00 206700.00

27 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer (P.No.74, I.No.8.43 Vol -III R&B SR 2023-24) No 109.00 365.00 39785.00

28 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 375.00 474.00 177750.00

29 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. Single row for one utility service m 200.00 2212.00 442400.00

30 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. 750mm dia m 125.00 3335.00 416875.00

31 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 NO 1.00 9000.00 9000.00

32 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 dra Per Km 1.95 31210 60859.5

33 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 dra Per Km 1.95 54730 106723.5

34 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 drain Per Km 1.95 69070 134686.5

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Sl. No. Item of Work Unit Qty. Rate Amount

1 Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer a In area of light jungle (P.No.9, I.No.2.5 ii a Vol -III R&B SR 2023-24) 100 Sqm 29.34 393.00 11530.62

2 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 (P.No.17, I.No.3.5 Vol-III 2023-24) Sqm 1683.00 6.00 10098.00

3 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.V-III P.No.17, I.No.3.6 Cum 2040.82 493.00 1006124.26

4 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 B By Mix in Place Method (v) For Grading -V Material.V-III P.No.23, I.No.4.2 (v) Cum 784.38 2359.00 1850352.42

5 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.V-III P.No.26, I.No.4.17 Cum 701.25 2559.00 1794498.75

6 Prime Coat over WMM/WBM (i) 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.V-III P.No.31, I.No.5.1 A (i) Sqm 2805.00 41.00 115005.00

7 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.V-III P.No.43, I.No.5.32 Sqm 11445.00 12.00 137340.00

8 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSADense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 572.25 9449.00 5407190.25

9 Bituminous Concrete Grading II for traffic <20 MSA Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 343.35 10954.00 3761055.90

10 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.(V-III P.No.67, I.No.8.15) Sqm 362.96 530.00 192368.80

11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer (P.No.74, I.No.8.43 Vol -III R&B SR 2023-24) No 290.00 365.00 105850.00

12 Construction of unlined surface drains of average crosssectional 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. (Vol No-3 P.No.144, I.No.16.8 (B)) M 1020.00 25.00 25500.00

13 Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (Vol No-3 P.No.65, I.No.8.8) Sqm 1.80 9684.00 17431.20

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 2.00 9000.00 18000.00

Total Rs. 14452345.20

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division, Badami PWD Division, Bagalkot.

Resurface to Sankeshwara Sangam SH-44 From km 192.10 to 199.00 in Hunagund Taluk of Bagalkot Dist Under CMIDP 4059-60-051-0-60-132 for the year 2025-26

Sl. No. Item of Work Unit Qty. Rate Amount

1 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 (Vol No-3 P.No.43, I.No.5.32) Sqm 109471.57 12.00 1313658.84

2 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 505 complete in all respects (Vol No-3 P.No.36, I.No.5.13(c)) Cum 377.05 9768.00 3683024.40

3 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site,laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol No-3 P.No.38, I.No.5.17(c)) Cum 3057.92 11345.00 34692102.40

4 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. (Vol No-3 P.No.67, I.No.8.15) Sqm 4478.20 530.00 2373446.00

5 Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (Vol No-3 P.No.65, I.No.8.8) Sqm 9.00 9684.00 87156.00

6 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (Vol No-3 P.No.64, I.No.8.5(A)(ii)) Each 12.00 4671.00 56052.00

7 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) (Vol No-3 P.No.67, I.No.8.16(ii)) Each 6.00 2889.00 17334.00

8 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) (Vol No-3 P.No.67, I.No.8.16(iii)) Each 24.00 820.00 19680.00

9 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol No-3 P.No.74, I.No.8.43) Each 2984.00 365.00 1089160.00

10 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 (Vol No-3 P.No.17, I.No.3.6) Cum 1734.00 493.00 854862.00

11 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 130.00 3640.00 473200.00

12 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 468.00 733.00 343044.00

13 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) gr ii and Semi Dense Bituminous Macadam (SDBC) gr ii for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 No 8.00 41490.00 331920.00

14 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red ox ide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of No 20.00 3573.00 71460.00

15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 1.00 9000.00 9000.00

Road Maintenance for 3rd year for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 39810 533454.00

Road Maintenance for 4thyear for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 73440.00 984096.00

Road Maintenance for 5thyear for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 101980.00 1366532.00

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION

Name of work:Resurface to Sankeshwara Sangam SH-44 From km 192.10 to 199.00 in Hunagund Taluk of Bagalkot Dist Under CMIDP 4059-60-051-0-60-132 for the year 2025-26

Sl. No. Item of Work Unit Qty. Rate Amount

1 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 (Vol No-3 P.No.43, I.No.5.32) Sqm 109471.57 12.00 1313658.84

2 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 505 complete in all respects (Vol No-3 P.No.36, I.No.5.13(c)) Cum 377.05 9768.00 3683024.40

3 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site,laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Vol No-3 P.No.38, I.No.5.17(c)) Cum 3057.92 11345.00 34692102.40

4 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. (Vol No-3 P.No.67, I.No.8.15) Sqm 4478.20 530.00 2373446.00

5 Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (Vol No-3 P.No.65, I.No.8.8) Sqm 9.00 9684.00 87156.00

6 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle (Vol No-3 P.No.64, I.No.8.5(A)(ii)) Each 12.00 4671.00 56052.00

7 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) (Vol No-3 P.No.67, I.No.8.16(ii)) Each 6.00 2889.00 17334.00

8 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) (Vol No-3 P.No.67, I.No.8.16(iii)) Each 24.00 820.00 19680.00

9 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol No-3 P.No.74, I.No.8.43) Each 2984.00 365.00 1089160.00

10 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 (Vol No-3 P.No.17, I.No.3.6) Cum 1734.00 493.00 854862.00

11 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 130.00 3640.00 473200.00

12 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 468.00 733.00 343044.00

13 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) gr ii and Semi Dense Bituminous Macadam (SDBC) gr ii for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 No 8.00 41490.00 331920.00

14 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red ox ide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of No 20.00 3573.00 71460.00

15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 1.00 9000.00 9000.00

Road Maintenance for 3rd year for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 39810 533454.00

Road Maintenance for 4thyear for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 73440.00 984096.00

Road Maintenance for 5thyear for road with DBM+ BC as wearing Coat Maitenance 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 sides drains,stripping excess soil from the shoulder surface and Making up loss of maerial on shoulder where necessary, Maintenance and painting of 200 m amd km stone,White washing of patching bitumen mixed bitumen mixes corresponding the layer of the road and repairs to cd including vent Clearance Per Km 13.40 101980.00 1366532.00

Executive Engineer

PUBLIC WORKS DEPARTMENT DIVISION