Improvement of the road connecting Hooli-Harlapur-Ugargol-Ra.H.-30 in Savadatti Yallamma constituency of Belgaum district from km 6.30 to 8.30. (Ugargol Sangolli Rayanna Circle to Bedsur Road)

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 2019-20 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

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

ಅಂದಾಜು ಮೊತ್ತ ರೂ. 311.00 ಲಕ್ಷ

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

Division : PWD Division, Belagavi

Sub-Division : PWD Sub-Division Saundatti

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 Improvement of the road connecting Hooli-Harlapur-Ugargol-Ra.H.-30 in Savadatti Yallamma constituency of Belgaum district from km 6.30 to 8.30. (Ugargol Sangolli Rayanna Circle to Bedsur Road)

Estimated Cost : Rs. 311.00 Lakhs.

Administrively sanctioned Under : No. ______ Date : _________

GENERAL DESCRIPTION

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

Assistant Executive Engineer

PWD Sub-Division Saundatti

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವ ಸಲುವಾಗಿ ಮಾನ್ಯ ಮುಖ್ಯಮಂತ್ರಿಗಳ ಮೂಲಸೌಕಯ೯ ಅಭಿವೃದ್ದಿ ಯೋಜನೆಯಡಿ ರೂ. 50.00 ಕೋಟಿಗಳ ಪೈಕಿ ರೂ. 36.85 ಕೋಟಿಗಳ ಅನುದಾನವನ್ನು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ಸವದತ್ತಿಗೆ ಹಂಚಿಕೆ ಮಾಡಲಾಗಿದ್ದು, ಈ ಹಂಚಿಕೆ ಮಾಡಲಾಗಿದ ಅನುದಾನದಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಸುಧಾರಣೆಗಾಗಿ ಸನ್ಮಾನ್ಯ ಶ್ರೀ. ವಿಶ್ವಾಸ ವ. ವೈದ್ಯ ಮಾನ್ಯ ಶಾಸಕರು ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ರವರು ಶಿಫಾರಸ್ಸು ಮಾಡಿರುತ್ತಾರೆ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ತಾಲೂಕಿನ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಉಗರಗೋಳ ಗ್ರಾಮದ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆಯುವರೆಗೆ ಹಲವು ವರ್ಷಗಳಿಂದ ಅಭಿವೃದ್ಧಿ ಯಾಗಿರುವುದಿಲ್ಲ ಹಾಗೂ ರಸ್ತೆಯು ಸಂಪೂರ್ಣವಾಗಿ ಹಾಳಾಗಿರಉವದ್ದು. ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಅತಿಯಾದ ವಾಹನ ಸಂಚಾರವಿದ್ದು ಶ್ರೀ ಕ್ಷೆತ್ರ ಯಲ್ಲಮ್ಮ ದೇವಿ ದೆವಸ್ಥಾನಕ್ಕೆ ಹೋಗುವ ಭಕ್ತಾದಿಗಳು ಇದೇ ಮಾರ್ಗವಾಗಿ ಹೋಗುವರು. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ಧಿ ಮಾಡುವುದು ಅತೀ ಅವಶ್ಯವಾಗಿರುವುದು ಸದರಿ ರಸ್ತೆ ಸುದಾರಣೆ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಈ ಕೆಳಕಂಡ ಅವಶ್ಯಕ ಐಟಂಗಳನ್ನು ಅಳವಡಿಸಿ ಸನ್ 2023-24ನೇ ಸಾಲಿನ (ಸನ್ 2024-25ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಕಟ್ಟಡಗಳ ವೃತ್ತ ಬೆಂಗಳೂರು ರವರ ಏಕರೂಪ ದರಪಟ್ಟಿ ಪ್ರಕಾರ ತಯಾರಿಸಲಾಗಿದೆ.

Construction of CC+BT Road

1 Clearing and Grubbing Road Land

2 Unlined surface drains

3 Compacting original ground supporting embankment

4 Construction of sub-grade and earthen shoulders

5 Granular Sub-Base

6 Wet mix macadam

7 primer coat with SS1

8 Tack coat on Bituminous

9 Bituminous Macadam with 40/60 TPH

10 Semi Dense Bituminous Concrete with 40/60 TPH

11 Un-reinforced plain cement concre te pavement,

12 Ordinary kilometer stone (precast

13 200 m stone (precast)

14 Un-reinforced plain cement concre te pavement,

15 Retro- reflectorised cautionary, mandatory and informatory sign

16 Cat's Eye made

17 Hot Applied Thermoplastic Compound

18 Concrete pipe NP3

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 Filling available excavated earth (excluding rock) in trenches,

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

5 Position Cement Concrete for all Sub structures of building

6 Form work for Headwall-

7 Concrete pipe NP3 for culverts

8 TMT FE 550 / 550D Steel Reinforcement

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G¥À «¨sÁUÀ ¸ÀªÀzÀwÛ

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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.

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) 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 Hooli- Harlapur -Ugaragl Road Rs. 24,106,712.21 24106713.51 1.30 ooo

2 Construction of CD Work - 1000mm dia Rs. 664,793.79 665479.55 35326

3 Maintenance For Bituminous Surface Road Rs. 294,519.00 294519

Total Cost including GST 29,577,909.49 29578720.23 29578720.23

4 Add 5% Tender Premium Rs. 1,478,895.47 1478936.01

6 For Plantation Rs. 20,000.00 20,000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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 48.000 393.0000 18,864.00

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 2000.000 25.0000 50,000.00

3 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 density as given in Table 300-2 for embankment construction. m3 3885.600 105.0000 407,988.00

4 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 3560.1875 493.0000 1,755,172.44

5 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 2496.6500 2359.0000 5,889,597.35

6 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, (A)) m3 2722.7813 2559.0000 6,967,597.22

7 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 10611.8750 41.0000 435,086.88

8 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. m2 m2 10611.8750 14.0000 148,566.25

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) m3 530.5938 7661.0000 4,064,878.72

10 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(1)) m3 265.30 10152.0000 2,693,293.88

11 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 172.00 6639.0000 1,141,908.00

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 2 2889.0000 5,778.00

13 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 8 820.0000 6,560.00

14 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 0.7200 9684.0000 6,972.48

15 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)) each 5.0000 3591.0000 17,955.00

16 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 224.0000 365.0000 81,760.00

17 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 400.0000 530.0000 212,000.00

18 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C)) m 20.0000 3335.0000 66,700.00

19 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 150.0000 733.0000 109,950.00

20 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. each 4.0000 2021.0000 8,084.00

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

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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 )

Deduct 40% voids -40% = -3200

Total = 4800.00 M2

Total = 48.00 Per 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)) 18.1

Total = 2000.00 m

3 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 density as given in Table 300-2 for embankment construction.

for CC Road 5472

Total = 3885.60 m3

4 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

Subgrade For CC ROAD

subgrade BT ROAD gdb 0.15

Shoulder BT & CC Road bm 0.05

(1.00+1.40)/2=1.20 sdbc width 5.5 shouder

For Approch roads 7 1 5.00 6.50 0.20 45.50 gsb bottom 8.45 8.30

Total = 3560.1875 M3 gsb Top 8.15

subgrade bottom 8.65 8.60

5 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 subgrade top 8.55

For Approch roads

6 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, (A)) 2394.00 8.45

Total = 2722.78 M3

7 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] 44.00

For Approch roads

Total = 10611.88 M2

8 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. m2 16.00

For Approch roads

Total = 10611.88 M2

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) 7907.00

For Approch roads

Total = 530.59 m3

10 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(1)) 10579.00

For Approch roads

Total = 265.297 m3 #REF!

11 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28)

Total = 172.000 m3

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

13 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]

14 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 = 0.7200 M2

15 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

16 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

Total = 224 Nos

17 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

Total = 400.00 M2

18 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C)) 6388.00

For cross roads 8 x 2.50 20.00

Total = 20.00 m

19 Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500mm dia (Vol-3, P.No. 147 / I.No. 16.17) 2471.00

For field irrigation pipes 0 x 7.50 = 0.000

Total = 0.000 m

19 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)

Total = 150.00 nos

20 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.

Road way indicators,

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

Total = 2.00 nos

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

Sl. No Item of work SR 2023-2024 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. (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 3 7 2.5 ii (a) 393 393.00

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 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 density as given in Table 300-2 for embankment construction. m3 3 17 3.7 105.00 105.00

4 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

5 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 B (v) 2359.00 2359.00

6 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, (A)) m3 3 24 4.17 (A) 2559.00 2559.00

7 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) 41.00 41.00

8 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. m2 m2 3 31 5.4.ii 14.00 14.00

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C) m3 3 33 5.8 (ii) C 7661.00 7661.00

10 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(1)) m3 3 43 5.31(1) 10152.00 10152.00

11 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28) m3 3 149 16.28 6639.00 6639.00

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] each 3 67 8.16 (ii) 2889.00 2889.00

13 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) 820.00 820.00

14 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

15 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)) each 3 64 8.6 (iv) 3591.00 3591.00

16 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 8.43 365.00 365.00

17 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

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. a 1200mm dia (Vol-3, P.No. 146 / I.No. 16.15 c) M 3 146 16.15 c 3335.00 3335.00

19 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 3 147 16.17 2592.00 2592.00

20 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. each 3 67 8.17 2021.00 2021.00 each 3 67 8.17 2021.00 0.00 2021.00

21 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

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 804 Nos 3 78 8.54 9000.00 9000.00

Construction of 2 Nos CD Work - 1200mm dia 1 Rows

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

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 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 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 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 8 497.68 497.68

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets M 3 146 16.16 16007.00 16007.00

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. a 1200mm dia (Vol-3, P.No. 146 / I.No. 16.15 A) M 3 146 16.15 7958.00 7958.00

9 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 69749.00 69749.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division. Saundatti. PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

For Construction of 2 Nos CD Work - 1000mm 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 158.1680 102.00 16133.14

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 10.8074 474.00 5122.72

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 m3 18.9446 266.00 5039.27

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 9.2800 5918.00 54919.04

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 30.1891 6221.00 187806.39 202830.90

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 30.1891 497.68 15024.51

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets m 10.0000 16007.00 160070.00

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. a 1200mm dia (Vol-3, P.No. 146 / I.No. 16.15 A) m 20.0000 7958.00 159160.00

9 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 0.8820 69749.00 61518.72

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

For Construction of 2 Nos CD Work - 1000mm 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

For Head wall nos sides

Total :- 158.1680 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 :- 10.8074 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

Deduct pipe portion 4 x 0.7855 x 1 x (8.68+8.1)/2 = -26.3614

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

Total :- 9.2800 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

Deduct for Pipe

Total :- 30.1891 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 5.7

Quantity same as It.No-4 Total :- 30.1891 M3

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets

Total :- 10.00 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. a 1200mm dia (Vol-3, P.No. 146 / I.No. 16.15 A) 8425.00

Total :- 20.00 M

9 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

Total :- 0.8820 T

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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)

Rates approved by SE,PWD circle Belagavi)

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)

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

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮಾ ಮತಕ್ಷೇತ್ರದ ಹೂಲಿ -ಹರ್ಲಾಪೂರ-ಉಗರಗೋಳ -ರಾ.ಹೆ-30 ಕ್ಕೆ ಕೂಡುವ ರಸ್ತೆ ಕಿ.ಮೀ 6.30 ರಿಂದ 8.30 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. (ಉಗರಗೋಳ ಸಂಗೊಳ್ಳಿ ರಾಯಣ್ಣ ವೃತ್ತದಿಂದ ಬೆಡಸೂರ ರಸ್ತೆ) (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

working barchart

5.5 m carriageway GSB+WWM+PQC GSB+WWM+BM+SDBC

Assistant Executive Engineer Executive Engineer

PWD Sub Division Savadatti PWD Division Belagavi