Improvement of the road from SH-83 (Munavalli) to SH 134 via Soppadla-sattigeri -Mugalihal-Mellikeri Koujalagi-Kalliguddi-Hulakund-Salahalli-Bannur Tanda-Dadibavi Tanda-Batakurki-Nandihal (SH-288) from Km 5.00 to 10.00 (near Benakatti Village) in Savadatti Yallamma Assembly Constituency, Belagavi District Under H/A 5054 SH Improvements(Appedix-E) for the year 2025-26

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

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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 * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

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 :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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 2019 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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 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

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

Note : Documents shall be attested by the Notary or Government Gazetted.

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 Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

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. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

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

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರವರ ಕಛೇರಿ,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ, ಸವದತ್ತಿ

5054-03-337-0-17-154 SH Improvements

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

ಅಂದಾಜು ಮೊತ್ತ ರೂ. 500.00 ಲಕ್ಷ

PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE

Division : PWD Division, Belagavi

Sub-Division : PWD Sub-Division Saundatti

Fund Head : 5054-03-337-0-17-154 SH Improvements

Departmental Head :

Estimate framed in the Office of the Assistant Executive Engineer, PWD Sub-Division Saundatti and probable expenses that will be incurred for the work ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Estimated Cost : Rs. 500.00 Lakhs.

Administrively sanctioned Under : No. ______ Date : _________

Technically Sanctioned under : No. ______ Date : _________

Estimate prepared by & : Shri. Vinayak Gondi J.E

Checked by : Shri. Vijay SangappagolA.E.E

(Call or Authority)

GENERAL DESCRIPTION

------------Seperate Sheet Enclosed-----------

Assistant Executive Engineer

PWD Sub-Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗಿನ ರಸ್ತೆಯಲ್ಲಿ ಕಮರ್ಷಿಯಲ್ ವಾಹನ ಹಾಗೂ ಇತರೆ ವಾಹನಗಳ ಸಂಚಾರ ಬಹಳವಿರುತ್ತದೆ. ಸನ್‌ 2025-26 ನೇ ಸಾಲಿನಲ್ಲಿ ಸುರಿದ ಮಳೆಯಿಂದಾಗಿ ಸದರಿ ರಸ್ತೆಯು ಸಂಪೂರ್ಣ ಹಾಳಾಗಿರುವುದರಿಂದ ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ತೊಂದರೆಯಾಗಿರುತ್ತದೆ, ಹಾಗೂ ಅಪಘಾತಗಳು ಸಂಭವಿಸುವ ಸಾದ್ಯತೆ ಇರುತ್ತದೆ. ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯು ರೈನಾಪೂರ, ಜೀವಾಪೂರ ಹಾಗೂ ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ರೈತರು ಉಪಯೋಗಿಸುವ ಪ್ರಮುಖ ರಸ್ತೆಯಾಗಿರುವುದರಿಂದ ಅಭಿವೃದ್ಧಿಪಡಿಸುವುದು ಅತೀ ಅವಶ್ಯವಿರುತ್ತದೆ.

ಸದರಿ ರಸ್ತೆಯ ಸುಧಾರಣೆಯ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಈ ಕೆಳಕಂಡ ಅವಶ್ಯಕ ಐಟಂಗಳನ್ನು ಅಳವಡಿಸಿ ಸನ್ 2023-24ನೇ ಸಾಲಿನ (ಸನ್ 2025-26ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಕಟ್ಟಡಗಳ ವೃತ್ತ ಬೆಂಗಳೂರು ರವರ ಏಕರೂಪ ದರಪಟ್ಟಿ ಪ್ರಕಾರ ತಯಾರಿಸಲಾಗಿದೆ.

Construction of Road

1 Clearing and Grubbing Road Land . 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 (Vol-3, P.No. 9 / I.No. 2.5 ii a )

2 Construction of unlined surface drains Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B))

3 Scarifying Existing Granular Surface to a Depth of 50 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

4 Scarifying the existing bituminous road surface to a depth of 50 mm 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 (Vol-3, P.No. 17 / I.No. 3.5)

5 Earth work excavation for Foundation 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 appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 I.No. 1.14.1)

6 Construction of embankment with approved materials deposited at site from roadway cutting 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(Royality shall be recovered @ 60.00/cum)(Vol-1, P.No. 7 / I.No. 1.7)

7 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. (Vol-1, P.No. 7 I.No. 1.8) 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. (Vol-1, P.No. 7 I.No. 1.8)

8 Construction of sub-grade 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 (Vol-3, P.No. 17 / I.No. 3.6)

9 Granular Sub-Base - By Mix in Place Method 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. [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24]

10 Wet Mix Macadam 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. (Vol-3, P.No. 26 / I.No. 4.17)

11 Primer coat with SS1 grade Bitumen Emulsion 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..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

12 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 [I.No.-5.33 / Page- 43 of PWD SR (Vol. 3) 2023-24]

13 Bituminous macadam Grading - ii for traffic <20 MSA 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% byweight 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 (Vol-3, P.No. 33 / I.No. 5.8 (C))

14 Semi Dense Bituminous Concrete 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. (Vol-3, P.No. 43 / I.No. 5.31)

15 Reinforced cement concrete M15 grade kilometre stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

16 Reinforced cement concrete M15grade 200 m stone (precast) 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).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

17 Direction and Place Identification Signs 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8)

18 Retro- reflectorised cautionary, mandatory and informatory sign Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (iv) 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv))

19 Fixing of Molded Shank Raised Pavement Markers / Cat's Eye 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

20 Road Marking with Hot Applied Thermoplastic Compound Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

21 Providing and laying reinforced cement concrete pipe NP3 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c)

22 Providing and fixing board displaying information, 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 80 (Vol-3, P.No. 78 / I.No. 8.54)

23 Supplying and installation of delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol-3, P.No. 67 / I.No. 8.17)

24 Reinforced cement concrete M15 grade boundary pillars Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

25 Demarcation of Road boundry (ROW) Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides (Vol-1 S.R.P NO.: 130 SL NO: 43)

26 Carrying of detailed topographic survey Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment.(Vol-1 S.R.P NO.: 130 SL NO: 42)

27 Type - A, "W" : Metal Beam Crash Barrier

Construction of CD

1 Earth work excavation for Foundation by mechanical means for all works

2 Construction of Embankment by excavating the available approved Gravel/Murrum

3 Position Cement Concrete for levelling course for all works in foundation

4 Position Cement Concrete for all Sub structures of building

5 Form work for Headwall-

6 Concrete pipe NP3 for culverts

7 TMT FE 550 / 550D Steel Reinforcement

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ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

P.W.D. CODE PARA-133

This is to certify that, Shri. Vijay Sangappagol, Assistant Executive Engineer, have personally visited the spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

Assistant Executive Engineer,

PWDSub-Division Saundatti.

(As required vide G.O. No. PWD SL. CMS. 96 Dtd: 27-6-1991)

Certified that, sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate, and specification of items included are completed and correct.

Assistant Executive Engineer,

PWD Sub-Division Saundatti.

Certified that, the work proposed in this estimate has not been taken up under any other head / programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.The estimate is prepared as per Public works Department Building Circle Bangalore’s Common Schedule of Rates 2023-2024 (Continued to 2024-25) And 5% Area Weightage is considered for Major Irrigation command area/Sugar Factory Area.

Assistant Executive Engineer,

PWD Sub-Division Saundatti.

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ) Improvements from Arabhavi-Challakere (SH-45) to Kurubagatti Ch. 0.00 to 7.00 and Yaraganavi-Madamageri-Shivapur road from km 0.00 to 5.00 in Saoudatti Taluka of Belagavi Dist Under H/A 5054 SH Improvements for the year 2021-22

Recaptulation sheet

Sl. No. Description Amount

1 Improvements to the Road Rs. 38,168,891.75 38169104.73 212.9843 ooo

2 Construction of CD Work Rs. 1,296,011.09 1295636.15 -374.94 35326

3 Maintenance For Bituminous Surface Road Rs. 538,559.40 538559.4 0.00

Total Cost including GST 47,204,085.44 47203894.33

8 For Electric Pole Shifting, Rs. 50,000.00 50000.00 50000

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

ESTIMATE (ABSTRACT)

Sl. No. Description of Item 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 (Vol-3, P.No. 9 / I.No. 2.5 ii a ) 100 m2 48.24 393.00 18,958.32

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 2814.00 25.00 70,350.00

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator m2 7087.50 5.00 35,437.50

4 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 (Vol-3, P.No. 17 / I.No. 3.5) m2 3217.50 6.00 19,305.00

5 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 appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 I.No. 1.14.1) m3 143.42 102.00 14,628.84

6 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(Royality shall be recovered @ 60.00/cum)(Vol-1, P.No. 7 / I.No. 1.7) m3 114.74 119.00 13,653.58

7 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. (Vol-1, P.No. 7 I.No. 1.8) m3 1080.67 474.00 512,235.94

8 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-3, P.No. 17 / I.No. 3.6) m3 8712.11 493.00 4,295,071.46

9 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. [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 3159.50 2359.00 7,453,260.50

10 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. (Vol-3, P.No. 26 / I.No. 4.17) m3 3787.50 2559.00 9,692,212.50

11 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..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] m2 15165.00 63.00 955,395.00

12 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 [I.No.-5.33 / Page- 43 of PWD SR (Vol. 3) 2023-24] m2 15165.00 25.00 379,125.00

13 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% byweight 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 (Vol-3, P.No. 33 / I.No. 5.8 (C)) m3 758.25 10665.00 8,086,736.25

14 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. (Vol-3, P.No. 43 / I.No. 5.31) m3 379.13 14785.00 5,605,363.1250

15 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 4.00 2889.00 11,556.00

16 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).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 16.00 820.00 13,120.00

17 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) m2 1.08 9684.00 10,458.72

18 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (iv) 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv)) each 16.00 3591.00 57,456.00

19 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] No 488.00 365.00 178,120.00

20 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] m2 200.00 530.00 106,000.00

21 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) m 25.00 3334.00 83,350.00

22 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 80 (Vol-3, P.No. 78 / I.No. 8.54) No 0.00 9000.00 0.00

23 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol-3, P.No. 67 / I.No. 8.17) each 35.00 2021.00 70,735.00

24 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) each 75.00 733.00 54,975.00

25 Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides (Vol-1 S.R.P NO.: 130 SL NO: 43) km 4.02 39400.00 158,388.00

26 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment.(Vol-1 S.R.P NO.: 130 SL NO: 42) km 0.00 42000.00 0.00

27 Type - A, "W" : Metal Beam Crash Barrier 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 (Vol-3 S.R.P NO.: 69 I NO: 8.25) m 75.00 3640.00 273,000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit

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 (Vol-3, P.No. 9 / I.No. 2.5 ii a )

Deduct 40% voids -40% = -3216.0

Total = 4824.00 m2

Total = 48.24 100 m2

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B))

For Earthen Drain

Total = 2814.00 m

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

Total = 7087.50 m2

4 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 (Vol-3, P.No. 17 / I.No. 3.5) 6

Total = 3217.50 m2

5 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 appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 I.No. 1.14.1)

Road Cutting 1 3.75 1

BT Road 6.160 to 6.250 From Level Sheet = 143.42

Total = 143.42 m3

6 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(Royality shall be recovered @ 60.00/cum)(Vol-1, P.No. 7 / I.No. 1.7)

Embankment For Formation

Reuse 80% Excavated Quantity for Embankment Formation = 114.736

Total Reusable Quantity = 114.736 m3 0.8

7 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. (Vol-1, P.No. 7 I.No. 1.8)

Embankment For Formation 1 3.75 1

Km. 6.160 to 6.585 From Level Sheet = 1195.40 1195.40

Km. 9.170 to 9.425 From Level Sheet = 0.00

Deduct Reuse Excavated Quantity for Embankment Formation = -114.74

Total = 1080.67 m3

8 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-3, P.No. 17 / I.No. 3.6) 7.100 0.675 1.75 0.875 1.875

For Subgrade 6.700 0.475

For Shoulder portion 6.8 1.525

9 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. [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24]

Upper Layer 6.6 1.425 3.75

Approach Roads 4 x 1 x 5.0 x 5.50 x 0.100 = 11.00

Total = 3159.50 m3 #REF!

10 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. (Vol-3, P.No. 26 / I.No. 4.17)

Approach Roads 4 x 1 x 5.0 x 3.75 x 0.200 = 15.00

Total = 3787.50 m3

11 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..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

Approach Roads 4 x 1 x 5.0 x 3.75 = 75.00

12 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 [I.No.-5.33 / Page- 43 of PWD SR (Vol. 3) 2023-24]

Approach Roads 4 x 1 x 5.0 x 3.75 = 75.00

Total = 15165.00 m2

13 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% byweight 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 (Vol-3, P.No. 33 / I.No. 5.8 (C))

Approach Roads 4 x 1 x 5.0 x 3.75 x 0.05 = 3.75

Total = 758.2500 m3

14 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. (Vol-3, P.No. 43 / I.No. 5.31)

Approach Roads 4 x 1 x 5.0 x 3.75 x 0.025 = 1.88

Total = 379.1250 m3

15 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

16 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).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

17 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8)

Total = 1.08 m2

18 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (iv) 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv))

Total = 16 each

19 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

20 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

For Curves and Jiunctions 2 x x 1000.0 x 0.10 = 200.00

Total = 200.00 m2

21 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) 6388.00

For cross roads 10 x 2.50 25.00

Total = 25.0000 m

22 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 80 (Vol-3, P.No. 78 / I.No. 8.54) 2471.00

Displaying information 0 x 1 = 0

23 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol-3, P.No. 67 / I.No. 8.17)

Road way indicators 1 x 25 x 1 = 25

Hazard markers 5 x 1 x 2 = 10

24 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

25 Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides (Vol-1 S.R.P NO.: 130 SL NO: 43) 39400.00

26 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment.(Vol-1 S.R.P NO.: 130 SL NO: 42) 42000.00

27 Type - A, "W" : Metal Beam Crash Barrier 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 (Vol-3 S.R.P NO.: 69 I NO: 8.25) 3640.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Construction of CD's 1000mm Dia and 750mm Dia

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

1 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 (Vol-1, P.No. 8 / I.No. 1.14.1) m3 185.9948 102.00 18,971.46

2 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. (Vol-1, P.No. 7 / I.No. 1.8) m3 18.3225 474.00 8,684.87

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m m3 30.9436 266.00 8,230.99

4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 13.9950 5918.00 82,822.41

5 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 (Vol-1, P.No. 16 / I.No. 2.4.2) m3 84.5602 6221.00 526,049.18

6 Form work for Headwall- 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 (Vol-1, P.No. 111 / I.No. 8) m3 84.5602 497.68 42,083.93

7 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) m 7.5000 3334.00 25,005.00

8 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. b) 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) m 40.0000 7957.00 318,280.00

9 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 (Vol-3, P.No. 71 I.No. 8.29 i) m 62.5000 2212.00 138,250.00

10 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 (Vol-1, P.No. 18 / I.No. 2.11 h) t 1.5950 80019.00 127,633.24

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Construction of CD's 1000mm Dia and 750mm Dia

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit

1 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 (Vol-1, P.No. 8 / I.No. 1.14.1) 102.00

Total :- 185.995 m3

2 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. (Vol-1, P.No. 7 / I.No. 1.8) 474.00

Total :- 18.3225 m3

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

Deduct pipe portion 1 x 0.7855 x 1.00 x 8.45 = -6.6375

Deduct pipe portion 1 x 0.7855 x 0.75 x 5.95 = -2.6290 0.5625

Deduct pipe portion 1 x 0.7855 x 0.30 x 1.725 = -0.1219

Deduct pipe portion 4 x 0.7855 x 1.00 x 5.95 = -18.6949

4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) 5989.00

For Head wall 6.30

Below pipe 10.30

Apron Concrete 2 x 1 x 6.60 x 1.80 x 0.10 = 2.3760

Total :- 13.9950 m3

5 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 (Vol-1, P.No. 16 / I.No. 2.4.2) 6323.00

Total :- 84.5602 m3

6 Form work for Headwall- 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 (Vol-1, P.No. 111 / I.No. 8) 505.84 6.25

Quantity same as It.No-4 Total :- 84.5602 m3

7 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c)

Total :- 7.50 m

8 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. b) 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) 8425.00

Total :- 40.00 m

9 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 (Vol-3, P.No. 71 I.No. 8.29 i) 2212.00 Ch.6.150

For utilitiy Crossing 8 x 7.50 = 60.00 Ch.6.340

Total :- 62.50 m

10 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 (Vol-1, P.No. 18 / I.No. 2.11 h) 79011.00 Ch. 5.165

Total :- 1.5950 t

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Sl. No Item of work SR 2023-2024 Area weightage 5% Net Rate

Unit Vol Page No. It. No. Basic Rate

Improvements to Road

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 (Vol-3, P.No. 9 / I.No. 2.5 ii a ) 100 m2 3 9 2.5 ii (a) 393.00 393.00

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3 144 16.8 (B) 25.00 25.00

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator m2 3 17 3.4 ii 5.00 5.00

4 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 (Vol-3, P.No. 17 / I.No. 3.5) m2 3 17 3.5 6.00 6.00

5 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 appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 I.No. 1.14.1) m3 1 8 1.14.1 102.00 102.00

6 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(Royality shall be recovered @ 60.00/cum)(Vol-1, P.No. 7 / I.No. 1.7) m3 1 7 1.7 119.00 119.00

7 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. (Vol-1, P.No. 7 I.No. 1.8) m3 1 7 1.8 474.00 474.00

8 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-3, P.No. 17 / I.No. 3.6) m3 3 17 3.6 493.00 493.00

9 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. [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 3 23 4.2 B (v) 2359.00 2359.00

10 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. (Vol-3, P.No. 26 / I.No. 4.17) m3 3 26 4.17 2559.00 2559.00

11 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..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] m2 3 31 5.1 A (i) 63.00 63.00

12 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 [I.No.-5.33 / Page- 43 of PWD SR (Vol. 3) 2023-24] m2 3 43 5.33 25.00 25.00

13 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% byweight 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 (Vol-3, P.No. 33 / I.No. 5.8 (C)) m3 3 33 5.8 C 10665.00 10665.00

14 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. (Vol-3, P.No. 43 / I.No. 5.31) m3 3 43 5.31 14785.00 14785.00

15 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 3 67 8.16 (ii)(as per Rates) 2889.00 2889.00

16 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).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 3 67 8.16 (iii) (as per Rates) 820.00 820.00

17 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) m2 3 65 8.8 9684.00 9684.00

18 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (iv) 60 cm equilateral triangle (Vol-3, P.No. 64 / I.No. 8.6 (iv)) each 3 64 8.6.A. (iv) 3591.00 3591.00

19 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] No 3 74 8.43 365.00 365.00

20 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] m2 3 67 8.15 530.00 530.00

21 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) m 3 146 16.15 (C) 3334.00 3334.00

22 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 80 (Vol-3, P.No. 78 / I.No. 8.54) No 3 78 8.54 9000.00 9000.00

23 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (Vol-3, P.No. 67 / I.No. 8.17) each 3 67 8.17 2021.00 2021.00 each 3 67 8.17 2021.00 0.00 2021.00

24 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) each 3 67 8.18 733.00 733.00

25 Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides (Vol-1 S.R.P NO.: 130 SL NO: 43) km 1 130 43 39400.00 39400.00

26 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment.(Vol-1 S.R.P NO.: 130 SL NO: 42) km 1 130 42 42000.00 42000.00

27 Type - A, "W" : Metal Beam Crash Barrier 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 (Vol-3 S.R.P NO.: 69 I NO: 8.25) m 3 69 8.25 3640.00 3640.00

Construction of CD's 1000mm Dia and 750mm Dia

1 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 (Vol-1, P.No. 8 / I.No. 1.14.1) m3 1 8 1.14.1 102.00 102.00 0 Nos 3 67 8.18 748.00 0.00 748.00

2 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. (Vol-1, P.No. 7 / I.No. 1.8) m3 1 7 1.8 474.00 474.00

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m m3 1 7 1.9 266.00 266.00

4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 1 15 2.1.3 (as per Rates) 5918.00 5918.00

5 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 (Vol-1, P.No. 16 / I.No. 2.4.2) m3 1 16 2.4.2 (as per Rates) 6221.00 6221.00

6 Form work for Headwall- 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 (Vol-1, P.No. 111 / I.No. 8) m3 1 111 - 497.680 497.68

7 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. c) 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) m 3 146 16.15.c 3334.00 3334.00

8 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. b) 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) m 3 146 16.15.b 7957.00 7957.00

9 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 (Vol-3, P.No. 71 I.No. 8.29 i) m 3 71 8.29 i 2212.00 2212.00

10 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 (Vol-1, P.No. 18 / I.No. 2.11 h) t 1 18 2.11 h (as per Rates) 80019.00 80019.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division. Saundatti. PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

Maintenance For Bituminous Surface Road

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit Rate Amount

1 Road Maintennce for 3rd year for road with BM+SDBC as wearing coat:Maintenance of road for 3rd year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 and 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(Rates approved by SE,PWD circle Belagavi) 19.704

2 Road Maintennce for 4th year for road with BM+SDBC as wearing coat:Maintenance of road for 4th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 and 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(Rates approved by SE,PWD circle Belagavi) 28630

3 Road Maintennce for 5th year for road with BM+SDBC as wearing coat:Maintenance of road for 5th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 and 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(Rates approved by SE,PWD circle Belagavi)

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

DESIGN CALCULATION

Water way " A" : X/2.50

Catchment area Calculated i e , X : 11.50 Acres

Water way in Sq ,ft

Therefore " A" : 11.50

Water way " A" : 4.60 Sq ft

Providing 1 rows 750 dia Pipes 2.4606 feet

Water way " A" 1 X 3.142 X ( 2.46 )

HENCE 1 ROWS OF 750mm DIA IS SUFFICIENT

Section Officer Assistant Executive Engineer

PWD Sub Division Saundatti PWD Sub Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

DESIGN CALCULATION

Water way " A" : X/2.50

Catchment area Calculated i e , X : 22.00 Acres

Water way in Sq ,ft

Therefore " A" : 20.00

Water way " A" : 8.00 Sq ft

Providing 1 rows 1000 dia Pipes 3.2808 feet

Water way " A" 1 X 3.142 X ( 3.28 )

HENCE 1 ROWS OF 1000mm DIA IS SUFFICIENT

Section Officer Assistant Executive Engineer

PWD Sub Division Saundatti PWD Sub Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

DESIGN CALCULATION

Water way " A" : X/2.50

Catchment area Calculated i e , X : 84.00 Acres

Water way in Sq ,ft

Therefore " A" : 84.00

Water way " A" : 33.60 Sq ft

Providing 4 rows 1000 dia Pipes 3.2808 feet

Water way " A" 4 X 3.142 X ( 3.28 )

HENCE 4 ROWS OF 1000mm DIA IS SUFFICIENT

Section Officer Assistant Executive Engineer

PWD Sub Division Saundatti PWD Sub Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

Construction of CC ROAD

ESTIMATE (ABSTRACT)

Sl. No. Description of Item 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 A ) Per 100 m2 6.6000 393.00 2,593.80

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 0.0000 25.00 0.00

2 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry (Vol-3, P.No. 17 / I.No. 3.7) M2 594.0000 105.00 62,370.00

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 300mm (Vol-1, P.No. 8 / I.No. 1.12) Cum 0.0000 95.00 0.00

4 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. (Vol-1, P.No. 7 / I.No. 1.8) Cum 0.0000 474.00 0.00

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 (Vol-3, P.No. 17 / I.No. 3.6) M3 544.5000 493.00 268,438.50

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 374.0000 2487.00 930,138.00

5 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. (Vol-3, P.No. 49 / I.No. 6.1) m3 181.5000 4876.00 884,994.00

6 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3 , 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 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 as approved, curing compound, finishing to lines and grades as per drawing . (Vol-3, P.No. 49 / I.No. 6.2.1) m3 302.5000 8083.00 2,445,107.50

7 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) m2 1.8000 9684.00 17,431.20

8 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 4.0000 3591.00 14,364.00

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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] Nos 125.0000 365.00 45,625.00

10 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] M2 55.0000 530.00 29,150.00

11 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Nos 44.0000 2021.00 88,924.00

12 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) Nos 110.0000 733.00 80,630.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

Construction of CC ROAD

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 A ) 139983.00 Clearing and Grubbing Road Land

Compacting original ground supporting embankment Loosening, leveling and Compacting original

Km. 139.920 to 140.140 1 x 2 x 220.00 x 2.50 = 1100.0000 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits

Deduct 40% voids :- -40% = -440.0000 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant

Total = 660.0000 M2 Construction of dry lean cement concrete Sub- base over a prepared sub-grade

Qty 6.6 100m2 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B)) 18.1

Total = 0.0000 m

Direction and Place Identification Signs

2 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry (Vol-3, P.No. 17 / I.No. 3.7) 4.00 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye

Km. 139.920 to 140.140 1 x 1 x 220.00 x 9.00 x 0.3 = 594.0000 Road Marking with Hot Applied Thermoplastic Compound

Total = 594.0000 M3

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 300mm (Vol-1, P.No. 8 / I.No. 1.12)

Widening From 3.75 to 5.5m

Total = 0.0000 Cum

5 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. (Vol-1, P.No. 7 / I.No. 1.8)

Total = 0.0000 Cum

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 (Vol-3, P.No. 17 / I.No. 3.6) 413.00

For Side Shoulders

Total = 544.5000 M3

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] 2234.00 8.5 10.9

Total = 374.0000 M3

5 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. (Vol-3, P.No. 49 / I.No. 6.1) DLC

6 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3 , 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 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 as approved, curing compound, finishing to lines and grades as per drawing . (Vol-3, P.No. 49 / I.No. 6.2.1) M40

7 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) 8656

Total = 1.8000 M2

8 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) 3607

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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] 365

Add 25% for juntion marking arrows,go slow etc 25

Total = 125 Nos

10 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] 478

Add 25% for juntion marking arrows,go slow etc L S 25% 11.0000

Total = 55.0000 M2

11 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. 6388.00

Both side 2 x 22.00 44

12 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

Both side 2 x 55.00 110

Total = 110 nos

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

Sl. No Item of work SR 2023-24(contd.2025-26) Area weightage 5% Net Rate

Unit Vol Page No. It. No. Basic Rate

Improvements to Road

1 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 thicknes. [I.No.-2.5 (ii) b / Page-9 of PWD SR (Vol. 3) 2023-24] 100 M2 3 9 2.5 (ii) A 393.00 0.00 393.00

2 Surface Drains in Soil 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 (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3 144 16.8 (B) 25.00 0.00 25.00

2 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry (Vol-3, P.No. 17 / I.No. 3.7) M3 3 17 3.7 105.00 0.00 105.00 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3 , 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 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 as approved, curing compound, finishing to lines and grades as per drawing . (Vol-3, P.No. 49 / I.No. 6.2.1)

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 300mm (Vol-1, P.No. 8 / I.No. 1.12) M3 1 8 1.12 95.00 0.00 95.00

4 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. (Vol-1, P.No. 7 / I.No. 1.8) M3 1 7 1.8 474.00 0.00 474.00

3 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] M3 3 17 3.6 493.00 0.00 493.00

4 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401[I.No.-4.1 A (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] M3 3 23 4.1 A(v) 2487.00 0.00 2487.00

5 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. (Vol-3, P.No. 49 / I.No. 6.1) M3 3 49 6.1 4876.00 0.00 4876.00

6 Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3 , 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 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 as approved, curing compound, finishing to lines and grades as per drawing . (Vol-3, P.No. 49 / I.No. 6.2.1) M3 3 49 6.2.1 8083.00 0.00 8083.00 6754

14 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base m2 3 51 6.8.2 1161.00 1161.00

7 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:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) M2 3 65 8.8 9684.00 0.00 9684.00 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv))

8 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 3 64 8.6 (iv) 3591.00 0.00 3591.00

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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] Nos 3 74 8.43 365.00 0.00 365.00

10 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] M2 3 67 8.15 530.00 0.00 530.00

11 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Nos 3 67 8.17 2021.00 2021.00 each 3 67 8.17 2021 0 2021

12 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18) Nos 3 67 8.18 733.00 733.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division. Saundatti. PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

Construction of CC DRAIN 1.00 x 0.90 m

Details of CC DRAIN Additional data

Existing drain Length 210.0 m Cover Slab YES

Lenth of Drain both side = 460.0 m Length = 230.00 m 230

Vent width = 1.00 m Depth = 0.150 m 0.45 X 0.6 existing 175

Vent Depth = 0.90 m Main Steel = 10 mm @ 150 c/c

Raft Thickness 0.100 m Dist Steel = 8 mm @ 200 c/c

Wall Thickness 0.150 m Pedestal for Electric Pole NO

Thickness of Sand and boulders 0.00 m No = 0

Main Steel 10 mm @ 150 c/c Length = 1.40 m Wall thickness 0.20 m

Dist Steel 8 mm @ 200 c/c Main Steel = 10 mm @ 200 c/c

Dist Steel = 10 mm @ 200 c/c

Sl. No Description of Item Unit No L B D Qty Rate Amount

1 Dismantling of existing structures like culverts, bridges, retainingwalls 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

Item Code : 2.11(iiA) Page No : 10

Drain Walls cum 2 210.00 0.10 0.60 25.20

1 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 1.14.1 In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1)

For Drain M3 1 460.00 1.700 1.100 860.20 Earth work excavation for Foundation

Deduct for Existing Drain M3 -1 210.00 0.450 0.60 -56.70 Providing and laying in position plain cement concrete for levelling course for all works in foundation.

803.50 102.00 81,957.00 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement

Providing and laying in position Reinforced cement concrete for all Sub structures of building,

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) Formwork for wall and cover slab:

Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment

Drain Portion M3 1 460.0 1.5 0.10 69.00

3 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 (Vol-1, P.No. 18 / I.No. 2.11 h)

Main Steel - 10mm dia 3068 3.13 0.620 kg/m 5944.25

Dist Steel - 8mm dia 17 460.00 0.395 kg/m 3088.90

Main Steel - 10mm dia 1535 1.25 0.620 kg/m 1189.63

Dist Steel - 8mm dia 8 230.00 0.395 kg/m 726.80 0.3951

4 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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)

5 Formwork for wall and cover slab: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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) Add 35% for Formwork of Wall and Cover Slab:

Add 35% for Formwork of Wall and Cover Slab: 169.05 2177.35 368,081.02

6 Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117

For Drain Walls m 1.00 300.00 0.15 45.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Savadatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

Sl. No Item of work SR 2023-2024 Area weightage 5% Net Rate

Unit Vol Page No. It. No. Basic Rate

Constraction of cc Drain

1 Dismantling of existing structures like culverts, bridges, retainingwalls 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 leadDismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means m2 3 10 2.11.ii.A 180 180

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 1.14.1 In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) m3 1 8 01:14:01 102 102

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 1 15 2.1.3 5918.00 5918.00

3 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 (Vol-1, P.No. 18 / I.No. 2.11 h) tone 1 18 2.11 h 69749.00 69749.00

4 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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) M3 1 16 2.4.2 6221.00 6221.00

5 Formwork for wall and cover slab: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) M20 Design Mix Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) Add 35% for Formwork of Wall and Cover Slab: M3 1 111 sl.no-4 2177.35 2177.35

6 Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117 m 3 117 12.1 138.00 138.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Savadatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ರಾಹೆ-83 (ಮುನವಳ್ಳಿ) ರಿಂದ ರಾಹೆ-134 ರ ವರೆಗೆ ವ್ಹಾಯಾ ಸೊಪ್ಪಡ್ಲ-ಸತ್ತಿಗೇರಿ-ಮುಗಳಿಹಾಳ-ಮೇಳ್ಳಿಕೇರಿ-ಕೌಜಲಗಿ-ಕಳ್ಳಿಗುದ್ದಿ-ಹುಲಕುಂದ-ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರ ತಾಂಡಾ-ದಾಡಿಬಾವಿ ತಾಂಡಾ-ಬಟಕುರ್ಕಿ-ನಂದಿಹಾಳ (ರಾ.ಹೆ-288) ಕಿ.ಮೀ. 5.00 ರಿಂದ 10.00 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಬೆನಕಟ್ಟಿ ಗ್ರಾಮದ ಹತ್ತಿರ)

3.75 m carriageway SG+GSB+WWM+BM+SDBC GSB+WWM+BM+SDBC

Subgrade : 1 x 6.90 x 0.20 Subgrade : 1 x 7.00 x 0.30

Assistant Executive Engineer Executive Engineer

PWD Sub Division Savadatti PWD Division Belagavi