Improvements to Chadchan Konkagaon to join Maharashtra border road from km 4.00 to 5.00 in Chadchan Taluk of Vijayapur District. HOA-5054-04-337-0-01-132 District roads-Other capital expenditures App E

Information on litigation in which the Tenderer is involved:

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

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Note: Minimum 50% of the required machinery should be owned by the Tenderer. Remaining 50% of the required machinery may be owned / procurred on Lease basis / Hire basis.

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

No. Capacity Number/Capacity Age/ Condition

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 Items executed :

Earth works in cum :

Formation of road embankment in cum :

WBM/WMM in cum :

BM/SDBC/DBM in cum :

Concrete in Cum :

Address for correspondence:

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.

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

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/ excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

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

2018-19 Earth works in cum

Formation of road embankment in cum

SDBC/BM/BC/DBM in cum

Concrete in cum

2019-20 Earth works in cum

Formation of road embankment in cum

SDBC/BM/BC/DBM in cum

Concrete in cum

2020-21 Earth works in cum

Formation of road embankment in cum

SDBC/BM/BC/DBM in cum

Concrete in cum

2021-22 Earth works in cum

Formation of road embankment in cum

SDBC/BM/BC/DBM in cum

Concrete in cum

2022-23 Earth works in cum

Formation of road embankment in cum

SDBC/BM/BC/DBM in cum

Concrete in cum

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)

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

Billed upto date during 2023-24

CAzÁdÄ ¥ÀwæPÉUÀ¼À DqÀ½vÁvÀäPÀ / vÁAwæPÀ ªÀÄAdÆgÁwAiÀÄ gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àj²Ã®£Á ZÉPï °¸ïÖ

1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

2 ¯ÉPÀÌ ²Ã¶ðPÉ : 5054-04-337-0-01-132 MDR and Other Roads Improvements App E- FOR THE YEAR 2026-27.

3 C£ÀĪÉÆâvÀ QæÃAiÀiÁAiÉÆÃd£ÉAiÀÄ ¥ÀvÀæ ¸ÀA ªÀÄvÀÄÛ ¢£ÁAPÀ ¥ÀÄl ¸ÀA ªÀÄvÀÄÛ PÀæªÀÄ ¸ÀA : ¯ÉÆÃ.E /432/LJ¥sÀ.J/2026(E-PÀZÉÃj) ¢£ÁAPÀ: 27-05-2026 PÀæ ¸ÀA : 2

4 CAzÁdÄ ªÉÆvÀÛ : ರೂ.: 130.00 ಲಕ್ಷಗಳು

5 ¥Àæ¸ÀPÀÛ ¸Á°£À C£ÀÄzÁ£À : ರೂ.: 130.00 ಲಕ್ಷಗಳು

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï : 4.00 jAzÀ 5.00gÀ ªÀgÉUÉ.

7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£Éãeï : 4.00 jAzÀ 5.00gÀ ªÀgÉUÉ.

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw : WORN OUT BT SURFACE

9 gÀ¸ÉÛAiÀÄ ªÀVÃðPÀgÀt : f.ªÀÄÄ.gÀ

10 Formation width whether it is as per IRC Standard : Yes /No ( MDR-9.00 m , SH-12.00 ) : Yes

11 CDs width whether it is as per IRC standard : Yes /No ( MDR -9.00m , SH-12.00 m) : Yes

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ 1.IRC 37:2001 2. IRC 37-2018. 3. SP 72 : IRC 37-2018.

13 ¹.©.Dgï mɸÀÖ j¥ÉÆÃlð : 7.00%

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ : 441

15 r¸ÉÊ£À ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ : Subbase: 200 MM Base: 250 MM Binding coarse: 82 MM Wearing Coarse: 30MM

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÉÛAiÀÄ «ªÀgÀ : Subbase: 150/100 MM Base: 250MM Binding coarse: 50 MM Wearing Coarse: 25 MM SDBC.

17 ¨ÁgÀ ZÁlð ( »A¢£À 3 ªÀµÀðUÀ¼À°è ¥ÀjUÀt¹zÀ ZÉÊ£ÉÃeï «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPɪÁgÀÄ : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

18 ºÁ° gÀ¸ÉÛAiÀÄ PÁæ¸À ¸ÉPÀë£ï ºÁUÀÆ ¥ÀjUÀt¹zÀ gÀ¸ÉÛAiÀÄ ¸ÉPÀë£ï : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

19 vÁ®ÆPÀ £ÀPÉë : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

20 CAzÁdf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ 1 SCARIFYING

5 PRIMER COAT & TACK COAT

8 SHOULDER MURRUM

21 EvÀgÉ CA±ÀUÀ¼ÀÄ. : «dAiÀÄ¥ÀÄgÀ f¯ÉèAiÀÄ ZÀqÀZÀt vÁ®ÆQ£À ZÀqÀZÀt PÉÆAPÀtUÁAªÀ ¢AzÀ ªÀĺÁgÁµÀÖç UÀrªÀgÉUÉ PÀÆqÀĪÀ gÀ¸ÉÛ MlÄÖ 6.50 QÃ.«Ä GzÀÝzÀ f¯Áè ªÀÄÄRå gÀ¸ÉÛ EzÀÄÝ ¥ÀÆwð qÁA§gÀ ªÉÄïÉäöÊ ºÉÆA¢zÀ gÀ¸ÉÛAiÀiÁVgÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛUÀ¼ÀÄ EAr G¥À-«¨sÁUÀzÀ ªÁå¦ÛAiÀÄ°è §gÀÄvÀÛzÉ ºÁUÀÆ ¸ÀzÀj gÀ¸ÉÛAiÀÄÄ ZÀqÀZÀt PÉÆAPÀtUÁAªÀ ¢AzÀ ªÀĺÁgÁµÀÖç PÀÆqÀĪÀ gÀ¸ÉÛ ( ZÀqÀZÀt ¢AzÀ GªÀÄ¢ ªÀÄÆ®PÀ UÀÄqÁØ¥ÀÆgÀPÉÌ ºÉÆUÀĪÀ gÀ¸ÉÛ) EzÀÄÝ ªÀÄvÀÄÛ UÀrAiÀÄ°è EgÀĪÀ JgÀqÀÄ gÁdåzÀ d£ÀjUÉ NqÁqÀ®Ä vÀÄA¨Á C£ÀÄPÀ®ªÁVgÀÄvÀÛzÉ. ¸ÀzÀgÀ gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ªÁºÀ£À ¸ÀAZÁgÀ ºÉZÁÑV EgÀĪÀzÀjAzÀ qÁA§gÀ ªÉÄïÉäöÊ ºÁ¼ÁVzÀÄÝ. gÀ¸ÉÛ ¸ÀAZÁgÀPÉÌ vÀÄA¨Á vÉÆAzÀgÉ DUÀÄwÛzÉ. ¸ÀzÀj gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV ¯ÉPÀÌ ²¶ðPÉ 2023-24£Éà ¸Á°£À 5054-04-337-0-01-132 MDR and Other Roads Improvements App E- FOR THE YEAR 2026-27. AiÉÆÃd£ÉAiÀÄr°è gÀÆ. 130.00 ®PÀëUÀ½UÉ C£ÀÄzÁ£À ªÀÄAdÄgÁVzÀÄÝ, ¸ÀzÀj gÀ¸ÉÛ Q.«ÄÃ: 4.00 jAzÀ 5.00 ªÀgÉUÉ 3.75 «Äà CUÀ®zÀ gÀ¸ÉÛAiÀÄ£ÀÄß PÀæ¸ïÖ ¸ÀÄzsÁgÀuÉ ಹಾಗೂ ಕಿ,ಮೀ 4.25 ರಿಂದ 4.55 ರ ವರೆಗೆ ಸದರಿ ಸರಪಳಿಯಲ್ಲಿ ರಸ್ತೆ ಮಟ್ಟವು ಬದಿಯ ಜಮೀನಿನ ಮಟ್ಟದ ಸಮದಲ್ಲಿರುವದರಿಂದ 300MM ದಪ್ಪ ಸಬ್‌ ಗ್ರೇಡ ಅಳವಡಿಸುವವು Cw CªÀ±Àå«zÀÄÝ, DzÀÝjAzÀ F CAzÁdÄ ¥ÀæwAiÀÄ°è ಈ ಕೆಳಗಿನ ಅಂಶಗಳು C¼ÀªÀr¸À¯ÁVzÉ.

¸ÀºÁAiÀÄPÀ PÁAiÀÄð¤ªÁðºÀPÀ EAf¤ÃAiÀÄgÀÄ, ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV .E¯ÁSÉ. G¥À-«¨sÁUÀ,EAr PÁAiÀÄð¤ªÁðºÀPÀ EAf¤ÃAiÀÄgÀÄ, ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV .E¯ÁSÉ. «¨sÁUÀ «dAiÀÄ¥ÀÄgÀ.

PWD/2026-27/RD/WORK_INDENT41678

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE EXECUTIVE ENGINEER

PUBLIC WORKS DEPT DIVISION, VIJAYAPUR DIST

Head of Account: 5054-04-337-0-01-132 MDR and Other Roads Improvements App E- FOR THE YEAR 2026-27.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

ESTIMATED COST :Rs: 130.00 LAKHS

Division : Bijapur

Sanctioned Estimate No………………………Date

Fund Head : State Fund .

Head of Account : 054-04-337-0-01-132 MDR and Other Roads Improvements App E- FOR THE YEAR 2026-27.

Minor Head : Public Works .

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer Public works Dept Vijayapur Division Vijayapur. Division for the probable expenses that will be incurred in

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Rs.: 130.00 Lakhs

Administratively approved under No………………………Date

Technically sanctioned under No………………………Date

Estimate prepared By : S.M.Patil S.O

and checked By: Dayanand V Math AEE

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

¸ÁªÀiÁ£Àå «ªÀgÀuÉ

«dAiÀÄ¥ÀÄgÀ f¯ÉèAiÀÄ ZÀqÀZÀt vÁ®ÆQ£À ZÀqÀZÀt PÉÆAPÀtUÁAªÀ ¢AzÀ ªÀĺÁgÁµÀÖç UÀrªÀgÉUÉ PÀÆqÀĪÀ gÀ¸ÉÛ MlÄÖ 6.50 QÃ.«Ä GzÀÝzÀ f¯Áè ªÀÄÄRå gÀ¸ÉÛ EzÀÄÝ ¥ÀÆwð qÁA§gÀ ªÉÄïÉäöÊ ºÉÆA¢zÀ gÀ¸ÉÛAiÀiÁVgÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛUÀ¼ÀÄ EAr G¥À-«¨sÁUÀzÀ ªÁå¦ÛAiÀÄ°è §gÀÄvÀÛzÉ ºÁUÀÆ ¸ÀzÀj gÀ¸ÉÛAiÀÄÄ ZÀqÀZÀt PÉÆAPÀtUÁAªÀ ¢AzÀ ªÀĺÁgÁµÀÖç PÀÆqÀĪÀ gÀ¸ÉÛ ( ZÀqÀZÀt ¢AzÀ GªÀÄ¢ ªÀÄÆ®PÀ UÀÄqÁØ¥ÀÆgÀPÉÌ ºÉÆUÀĪÀ gÀ¸ÉÛ) EzÀÄÝ ªÀÄvÀÄÛ UÀrAiÀÄ°è EgÀĪÀ JgÀqÀÄ gÁdåzÀ d£ÀjUÉ NqÁqÀ®Ä vÀÄA¨Á C£ÀÄPÀ®ªÁVgÀÄvÀÛzÉ. ¸ÀzÀgÀ gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ªÁºÀ£À ¸ÀAZÁgÀ ºÉZÁÑV EgÀĪÀzÀjAzÀ qÁA§gÀ ªÉÄïÉäöÊ ºÁ¼ÁVzÀÄÝ. gÀ¸ÉÛ ¸ÀAZÁgÀPÉÌ vÀÄA¨Á vÉÆAzÀgÉ DUÀÄwÛzÉ. ¸ÀzÀj gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV ¯ÉPÀÌ ²¶ðPÉ 2023-24£Éà ¸Á°£À 5054-04-337-0-01-132 MDR and Other Roads Improvements App E- FOR THE YEAR 2026-27. AiÉÆÃd£ÉAiÀÄr°è gÀÆ. 130.00 ®PÀëUÀ½UÉ C£ÀÄzÁ£À ªÀÄAdÄgÁVzÀÄÝ, ¸ÀzÀj gÀ¸ÉÛ Q.«ÄÃ: 4.00 jAzÀ 5.00 ªÀgÉUÉ 3.75 «Äà CUÀ®zÀ gÀ¸ÉÛAiÀÄ£ÀÄß PÀæ¸ïÖ ¸ÀÄzsÁgÀuÉ ಹಾಗೂ ಕಿ,ಮೀ 4.25 ರಿಂದ 4.55 ರ ವರೆಗೆ ಸದರಿ ಸರಪಳಿಯಲ್ಲಿ ರಸ್ತೆ ಮಟ್ಟವು ಬದಿಯ ಜಮೀನಿನ ಮಟ್ಟದ ಸಮದಲ್ಲಿರುವದರಿಂದ 300MM ದಪ್ಪ ಸಬ್‌ ಗ್ರೇಡ ಅಳವಡಿಸುವವು Cw CªÀ±Àå«zÀÄÝ, DzÀÝjAzÀ F CAzÁdÄ ¥ÀæwAiÀÄ°è ಈ ಕೆಳಗಿನ ಅಂಶಗಳು C¼ÀªÀr¸À¯ÁVzÉ.

CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß 2023-24£Éà ¸Á°£À gÁdåªÁå¦ JPÀgÀÆ¥À zÀgÀ¥ÀnÖ C¼ÀªÀr F PɼÀUÉ £ÀªÀÄÆ¢¹zÀ CA±ÀUÀ¼À£ÀÄß C¼ÀªÀr¹ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß vÀAiÀiÁj¸À¯ÁVzÉ.

gÀ¸ÉÛ PÁªÀÄUÁjUÁV ::

1 100/150 «Ä.«Ä f.J¸ï.© ªÀiÁqÀĪÀzÀÄ.

2 250 «Ä.«Ä zÀ¥Àà qÀ§Æè.JA.JA ªÀiÁqÀĪÀzÀÄ.

3 ¥ÀæAiÀĪÀÄgï PÉÆÃl ªÀiÁqÀĪÀzÀÄ

4 mÁå-PÉÆÃl ªÀiÁqÀĪÀzÀÄ

5 50 «Ä.«Ä zÀ¥Àà ©.JA. ªÀiÁqÀĪÀzÀÄ

6 25 «Ä.«Ä zÀ¥Àà J¸ï.r.©.¹ ªÀiÁqÀĪÀzÀÄ.

7 ¸ÉÆîØgï / formation UÀgÀĸÀÄ ºÁPÀĪÀzÀÄ.

8 ºÁ¼ÀzÀ ¹.r ºÉqï ªÁ¯ï wVªÀÅzÀÄ.

9 ¹.r ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ.(1000JA.JA ªÁå¸À)

10 gÀ¸ÉÛ ¸ÀÆZÁ£À ¥sÀ®PÀ ªÀÄvÀÛ EvÀgÉ

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರರು, ಲೋ.ಇ.ಉಪ-ವಿಭಾಗ ಇಂಡಿ. ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರರು, ಲೋ.ಇ.ವಿಭಾಗ ವಿಜಯಪುರ.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Design of Flexible Pavement

(As Per IRC 37-2018 P-9 Clause 4.6 )

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r

N = The cumulative number of standard axles to be catered for in the design in terms of msa

A = Initial traffic in the year of completion of construction in terms of the number of Commercial Vehicles Per Day (CVPD).

D = Lane distribution factor 1.00 Clause 4.5.1 (i)

F = Vehicle damage factor=5 3.90 Clause 4.4.6

r = Annual growth rate of commercial vehicles =5.00% 0.05 Clause 4.2.2

n = Design life in years 15.00 Years (Clause 4.3.2) SH & NH 20 YEARS

The traffic in the year of Completion is Estimated MDR 15 YEARS

P = No. of commercial vehicles as per last count 441 Per day

Section Officer Public works Department Sub Division -Indi. Assistant Executive Engineer Public Works Department Sub Division -Indi.

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 4.67

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 5.26

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 3.8

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 6.86

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 6.52 % say 7.00%

Resilient Modulus of Sub Base and Base (GRANULAR)

Effective Modulus of Subgrade = 58.42 MPa

Combined Thickness of Granular GSB and WMM (h) = 450 mm

Resilient Modulus of Granular Sub Base and Granular Base

MRGRAN = 0.2* (h)0.45*Msupport

h = thickness of granular layer in mm

MRGRAN = Resilient Modulus of Granular Layer (MPa)

Mrsupport = (Effective) Resilient Modulus of Supporting Layer (MPa)

Based on the Subgrade Rutting Criteria Formule

NR = 4.1656 X 10 -08 [1/εv] 4.5337 (for 80 % reliability)

NR = 1.4100 X 10 -08 [1/εv] 4.5337 (for 90 % reliability)

where NR = Subgrade rutting life (Cumulative Equivalent number of 80 KN Standard axle loads that can be served by pavement before the critical rut depth of 20 mm or more occurs)

εv = Vertical Compressive Strain at the top of the subgrade calculated using linear layered theory by applying standard axle load at the surface of the selected pavement

The critical vertical compressive strain for a design traffic can be calucated as below

Design Traffic in MSA = 14.00 MSA

Critical Compressive strain using 80 % reliability

Critical Compressive strain using 90 % reliability

Based on the Fatigue Cracking Criteria Formule for bituminous layer

Fatigue Life of Bituminous layer in terms of repetative standard axles (Nf)

Nf = 1.6064*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 80 % reliability)

Nf = 0.5161*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 90 % reliability)

C = 10M and M = 4.84*(vbe/(va+vbe)-0.69)

va = percent volume of air void in the mix used in bottom bituminous layer

vbe = percent volume of effective bitumen in the mix used in bottom bituminous layer

εt = Maximum horizontal tensile strain at the bottom of bottom bituminous layer

MRM = Resilient Modulus (MPa) of bituminous mix used in the bottom bituminous layer selected as per the recommendations made in these guidelines

So in order to calculate the CRITICAL HORIZONTAL STRAIN at the bottom of the

bottom bituminous layer for the Mix with following values

Design Traffic in MSA

MRM = 2500 MPa From Table 9.2

Therefore C= 10^(4.84*(vbe/(va+vbe)-0.69))= 3.15515493

εt = 0.0003714484986 (for 80 % reliability)

εt = 0.00027742 (for 90 % reliability)

As per IIT pave Critical Compressive strain is 0.0004220 which is less than 0.000625022 for 80% reliability & 0.000492182 for 90% reliability , Hence safe

As per IIT pave Max.horizontal strain is 0.0002705 which is less than 0.000371448 for 80% reliability & 0.00027742 for 90% reliability ,Hence safe

As per IRC 37-2018 Provide

GSB : 200mm GSB : 150/100 mm

WMM : 250mm WMM : 250 mm

BM : 85mm BM : 50 mm BT layer stage construction

SDBC : 30mm SDBC : 25 mm

Table 9.1 Summary of Bituminous Layer options recommended in these guidelines

Sl No Traffic Intensity Surface Type Base / Binder Course

Mix Type Bitumen Type Mix Type Bitumen Type

1 > 50 msa SMA Modified Bitumen or VG 40 DBM VG40

GGRB Crumb Rubber Modified Bitumen

BC With Modified Bitumen

2 20- 50 msa SMA Modified Bitumen or VG 40 DBM VG40

GGRB Crumb Rubber Modified Bitumen

BC With Modified Bitumen or VG 40

3 <20 msa* BC/ SDBC/ PMC/ MSS/ Surface Dressing VG 40 or VG 30 DBM/BM VG40 or VG30

* For Expresshighways and national highways, even if the design traffic is 20 msa or less, VG 40 bitumen should be used for DBM Layers

Table 9.2 Indicative Values of Resilient Modulus (Mpa) of bituminous mixes

Mix Type Average Annual Pavement Temperature o C

BC / DBM with VG 10 Bitumen 2300 2000 1450 1000 800

BC / DBM with VG 30 Bitumen 3500 3000 2500 2000 1250

BC / DBM with VG 40 Bitumen 6000 5000 4000 3000 2000

BC with modifed bitumen (IRC SP:53) 5700 3800 2400 1600 1300

BM with VG10 bitumen 500 MPa at 35 o C

BM with VG30 bitumen 700 MPa at 35 o C

RAP Treated with 4 per cent bitumen emulsion/foamed bitumen with 2-2.5 percent residual bitumen and 1.0 percent cementatious material 800 MPa at 35 o C

Note: For the Purpose of Design

a. Resilient modulus measured at 35 o C temperature shall be adopted

b. The same indicative maximum modulus values are recommended for BC as well as DBM with unmodified binders

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Pavement Design

.The Pavement is designed as per IRC :37 -2018 as detailed below.

1638 nos. A design life of 15 years is considered with an annual rate of growth 5% in traffic.

. The projected traffic will be designed is based on standard axle method. The effective CBR value is 7.00 %. Number of vehicles playing 441 per day as per the traffic conducted survey on dated 29.02.2024 to 6.00 AM 02.03.2024 of above road. 35.91

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

A 441 x (1+0.05)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

D= Lane Distribution factor ( for single lane =1,Intermediate Lane 75% for double lane = 50% and 45% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

n = considered life of constructed road is 15 years

N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

Considering msa = 14

Considered Eff.CBR Value = 7% msa = 14 PCU = 5037

30 mm BC 00 mm Worn Out SDBC 25 mm Proposed SDBC

82 mm DBM 50 mm Proposed BM

250 mm Granular Base 572 00 mm Granular Base 425 250 mm Proposed WMM

200 mm Granular SubBase 230 mm 100 mm Proposed GSB

100 mm Granular SubBase mm Exsiting GSB

Design crust thickness Existing crust thickness for widening portion Proposed crust thickness

40 mm BC 00 mm Worn Out SDBC 25 mm Proposed SDBC

60 mm DBM 50 mm Proposed BM

250 mm Granular Base 490 0 mm Granular Base 225 200 mm Proposed WMM

150 mm Granular SubBase 230 mm 200 mm Granular SubBase 00 mm GSB for c/w portion /Drainage layer

Design crust thickness Existing crust thickness for widening portion Proposed crust thickness

Note :- Bituminous layer considered in stage construction. Calculations for design period of 5 years is enclosed separatly.

Existing Granular Base is treated as GSB

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Indi. PWD Division Vijayapur

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

PAVEMENT THICKNESS CHART

Km No Eff. CBR Value As per Design Existing Crust thickness Balance Remakrs

Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm

Km 4.00 to 4.25 7.00% 200 250 82 30 562 100 0 0 0 100 100 250 50 25 425 Proposed 200/100mm GSB+ 250mm WMM+50mm BM +25mm thick SDBC (stage construction)

Note :- Granular Base & Sub Base designed for 20 years period.

Bituminous layer designed for 5 years period (stage construction)

Existing One layer base is treated as GSB

Assistant Executive Engineer Executive Engineer

PWD Sub Division Indi PWD Division Vijayapur

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

Date of Traffic Survey: from 6.00 AM on 29.02.2024 to 6.00 AM 02.03.2024

Zone : North Zone | Circle : Belgaum Circle | District : Bijapur | Division : Bijapur

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Chadachana konkanagaw to maharastra boarder to join road.

Assistant Executive Engineer,

Public works Dept Sub Division, Indi

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

PWD CODE PARA - 133

C E R T I F I C A T E

This to certify that Shri. Dayanand V Math , 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,

Public works Dept Sub Division, Indi

C E R T I F I C A T E

( As required vide G.O.No PWD SL CMS .96 Dtd : 27-06-1991 )

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 including while preparing the estimate and specification of items including are completed and correct.

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

C E R T I F I C A T E

Certified that the work proposed in this estimate has not been taken up under any other head / programme by any agency for the past five years . The said work has not been included / proposed / over lapped in any proposed or approved programme.The work is not under any maintainence period.

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

C E R T I F I C A T E

This to certify that Shri.S.G.Sarashetti, Assistant Executive Engineer , have personally visited the spot. Sub-base 230 mm already existing & Km 10.00 to 17.50 for 5.50 mtr width & 14.00 to 14.15 base 0mm existing and prepared the estimate providing balance crust thickness.

Assistant Executive Engineer,

PWP & IWT Sub Division, Indi

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

:: RE-CAPITULATION SHEET ::

S No Description of work Amount E proc Difference

1 ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ. 10490435.79 104.90 Laksh 80.6957% 10490444.84 -9.052 10418992.94 104.19 Laksh

4 Add LS for QC and Shifting of Electrical poles & Misc. 2350.06 0.02 Laksh 0.0181% 2338.84 -616597.40

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

:: Road .work Abstract ::

SI.No Item of work Unit Qty Rate Amount

1 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 M2 1875.000 6.00 11250.00 11250.00 0.00

2 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 M3 2185.050 493.00 1077229.65 1077229.65 0.00

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. M3 287.000 95.00 27265.00 27265.00 0.00

4 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 M3 882.500 2359.00 2081817.50 2081817.50 0.00

5 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. M3 937.500 2559.00 2399062.50 2399062.50 0.00

6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. M2 3750.000 63.00 236250.00 236250.00 0.00

7 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 3750.000 22.00 82500.00 82500.00 0.00

8 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction M3 187.500 10665.00 1999687.50 1999687.50 0.00

9 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. M3 93.750 14785.00 1386093.75 1386093.75 0.00

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes M2 146.000 530.00 77380.00 56180.00 -21200.00

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . 60 cm equilateral triangle Each 8.000 3591.00 28728.00 35910.00 7182.00

12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 168.000 365.00 61320.00 174470.00 113150.00

13 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) Each 1.000 2889.00 2889.00 2889.00 0.00

14 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) Each 4.000 820.00 3280.00 3280.00 0.00

15 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m M3 185.820 102.00 18953.64 18666.00 -287.64

16 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates M3 9.790 6147.00 60179.13 48622.77 -11556.36

17 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M3 23.2100 6184.00 143530.64 150707.17 -0.00

18 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 20 mm nominal size graded crushed coarse aggregates M3 44.80 6221.00 278702.12 292635.84 -1.32

19 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% M3 23.210 309.20 7176.53 0.00 -7176.53

20 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% M3 44.800 311.05 13935.04 0.00 -13935.04

21 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia M 40.000 7957.00 318280.00 159140.00 -159140.00

22 Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour ,rolling,water,all materials,usage& all other appurtenaces required to complete the work M3 193.338 474.00 91642.26 91652.64 10.38

23 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures T 0.9750 80019.00 78018.52 78418.62 400.10

24 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 M2 195.0000 27.00 5265.00 5265.00 0.00

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept .Dn, Vijayapur.

Measurement Sheet

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

SL No Description of work No Measurement Contents Total

1 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

Total Qty 1875.00 M2

2 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

For Embankment W= ( 8.40+7.80) =7.11 M

Total Qty 2185.05 M3

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.

For Shoulder 0.00

Total Qty 287.00 M3

4 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

For Over SG Drainage Layer W= ( 7.80+7.60 ) = 7.46 M

For Crust portion 0.00

Total Qty 882.50 M3

5 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.

Total Qty 937.500 M3

6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

Total Qty 3750.00 M2

7 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

Total Qty 3750.00 M2

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

Total Qty 187.50 M3

9 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.

Total Qty 93.750 M3

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes

Cures & road breackers etc 10 6.00 0.10 6.00

Total Qty 146.00 M2

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . 60 cm equilateral triangle

Total Qty 8.00 Each

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

Cures & road breackers etc 10 10.00 No

Total Qty 168.00 No

13 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)

Total Qty 1.00 No

14 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)

Total Qty 4.00 No

15 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

Pipe portion 4 7.84 1.20 0.15 5.64

Nalla triming 4 10.00 8.00 0.45 144.00

Total Qty 185.82 M3

16 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

Total Qty 9.790 M3

17 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Total Qty 23.210 M3

18 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 20 mm nominal size graded crushed coarse aggregates

Above Pipes width =1.08+0.40/2=0.74

Deduction of pipe portion 1x2x3.14/4 x (1.2)2 x (1.08+0.729) / 2 -4.09

Total Qty 44.800 M3

Total Qty 44.80 M3

19 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5%

Qty as per RCC Foundation work 1 23.21 23.21

Total Qty 23.210 M3

20 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5%

Qty as per RCC Sub Structures 1 44.80 44.80

Total Qty 44.800 M3

21 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia

Total Qty 40.00 M

22 Construction of Embankment 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

Deduction of Pipe portion 2x2x3.14/4 x (1.2)2 x (8.541+ 7.839) / 2 -37.0319

Total 193.338 M3

Total Qty 193.338 M3

23 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures

Total Qty 0.9750 T

24 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916

Total Qty 195.00 M2

Assistant Executive Engineer, Executive Engineer,

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

S No Description of work SR Vol Page No Item No Basic Rate Area wt 5% Final Rate Unit

1 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-III 17 3.5 6.00 0.00 6.00 M2 17 1

2 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 Vol-III 17 3.6 493.00 0.00 493.00 M3 1 2

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Vol-I 8 1.12 95.00 0.00 95.00 M3 20 3

4 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 Vol-III 23 4.2 (v) 2359.00 0.00 2359.00 M3 2 4

5 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-III 26 4.17 2559.00 0.00 2559.00 M3 3 5

6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Vol-III 31 5.1 63.00 0.00 63.00 M2 4 6

7 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 Vol-III 31 5.4 (ii) 22.00 0.00 22.00 M2 5 7

8 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Vol-III 33 5.8. C 10665.00 0.00 10665.00 M3 6 8

9 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-III 43 5.31 14785.00 0.00 14785.00 M3 7 9

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes Vol-III 67 8.15 530.00 0.00 530.00 M2 8 10

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . 60 cm equilateral triangle Vol-III 64 8.6 [iv]. 3591.00 0.00 3591.00 Each 21

12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Vol-III 74 8.43 365.00 0.00 365.00 No 9 11

13 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Vol-III 67 8.16(ii) 2889.00 0.00 2889.00 Each 19 12

14 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Vol-III 67 8.16 (iii) 820.00 0.00 820.00 Each 18 13

CDs Works 0.00 0.00

15 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-I 8 1.14.1 102.00 0.00 102.00 M3 10

16 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.1.4 6147.00 0.00 6147.00 M3 11

17 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.2.1 6184.00 0.00 6184.00 M3 12

18 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 20 mm nominal size graded crushed coarse aggregates Vol-I 16 2.4.2 6221.00 0.00 6221.00 M3 13

19 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% Vol-I 111 3 309.20 0.00 309.20 M3 12

20 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% Vol-I 111 3 311.05 0.00 311.05 M3 13

21 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia Vol-III 146 16.15 B 7957.00 0.00 7957.00 M 22

22 Construction of Embankment 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-I 7 1.8. 474.00 0.00 474.00 M3 14

23 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures Vol-I corri 04.04.2026 18 2.11.h 80019.00 0.00 80019.00 T 15

24 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 Vol-III 148 16.26 27.00 0.00 27.00 M2 16

Assistant Executive Engineer, Public works Dept Sub Division, Indi Executive Engineer, Public works Dept Division, Vijayapur

ಅಧೀಕ್ಷಕ ಅಂಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಬೆಳಗಾವಿ ವೃತ್ತ ಬೆಳಗಾವಿ. C¢üÃPÀëPÀ EAfäAiÀÄgÀgÀÄ

¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ,

¨É¼ÀUÁ« ªÀÈvÀÛ, ¨É¼ÀUÁ«.

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Name of work :: Improvements to Chadachan to Konakangoan to Join Maharastra boarder road Km 0.00 to 6.50 in Chadachan Taluka ( Proposed Km 0.00 to 4.00).

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Starting Chainage End Chainage

Maintenance work

Starting Chainage End Chainage

Shoulder+GSB 100MM

WI No- 17030 Work Completed Proposed 200/100 mm GSB+250 mm WMM +50 mm BM +25 mm SDBC

Shoulder+GSB 100MM

Assistant Executive Engineer Executive Engineer

Public works Dept Sub-Division Indi Public works Dept Division Bijapur

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

SECTION OFFICER Assistant Executive Engineer, Public works Dept Sub Division, Indi

chaing EXIST ROAD CENTER RHS OGL LHS OGL PROPOSED SUB GRADE LEVEL

SL.NO CHAINAGE BS IS FS HI RL REMARK DIFFERENCE

1 RD CNT 4.255 0.88 100.88 100 RHS CENTER LHS RHS CENTER LHS chaing EXIST ROAD CENTER RHS OGL LHS OGL PROPOSED SUB GRADE LEVEL

Name of the Road :Chadchan-Maharashtra Border to Via Konkangaon Road (Km: 0.00- 6.50)

Road Category:MDR Sub Division : INDI Division : VIJAYPUR Circle :BELGAUM

Chadchan CD CD CD CD CD CD CD CD CD` CD CD CD CD CD CD CD CD

Carriage Way 3.75

Proposed work 24-25 Annual Maintenance for 2024-25

Chainage 0.00 L= 6.50 6.50

Legends Desciption Silent Features 3).Proposed works under Annual Works 2022-23 2).Maintenance for 2024-25 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Maitenance for 2023-24. Single Lane 0.00-6.50 Km 6.50 0.00 0.00 0.00 3054 4.00 6.50 Maint 2.50 Chadchan 0.00 0.50 0.50

Proposed Works under 2023-24. Intermediate lane 0.00 Km 0.00 Total Length (in Km) 0.00 Total Length (in Km) 2.50 Total Length (in Km) 0.50

Work Under progress Two lane 0.00 Km 0.00

Works Eligible for Renewal Two lane + PS 0.00 Km 0.00

Major Bridges Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP Other Department Works

Minor Bridges Major Bridges 0.00 Km 0.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Under From To L (in Km)

CD Minor Bridges 0.00 Km 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KRDCL 0.00

Village/ City Name Railway Crossing 0.00 Km 0.00 Total Length (in Km) 0.00 Total Length (in Km) 0.00 KSHIP 0.00

Railway Crossing Overlap Length 0.00 Km 0.00 SHDP 0.00

Total Length (in Km) 6.50 Total Length (in Km) 0.00

Details of 5 years 5). Eligible for Renewal No. Details Length

Head of account Year of construction Chainage L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 1 1). Completed Works and under DLP 0.00

From To APPENDIX-E Renewal 0.00 0.00 Ren 0.00 2 2).Maintenance for 2024-25 6.50

2023-24 0.00 0.00 0.00 0.00 0.00 Ren 0.00 3 3).Proposed works under Annual Works 2022-23 0.00

Assistant Executive Engineer, 2021-22 0.00 0.00 0.00 5 5). Not Feaseble 0.00

PWD Sub-Division - Indi. 2020-21 0.00 0.00 0.00 Total Length (in Km) 6.50

Total Length 0.00

2 rows 3 rows 5 rows 1 rows

1 0.15 ch 2row small pipes 1

2 0.30 Ch 2row 900mm dia 2

3 0.9 ch 5 row reconstruction 1

1 1.38 ch 2row head wall restore 3

4 2.5 ch 2row 900mm dia reconstruction cd 4

5 2.850 CH 2row 900mm dia 5

6 3.60 Ch 1row CD New construct 1

2 3.70 CH 3Row 900mm dia Damaged Head wall Restore 1

7 4.10 CH 1Row 900mm Dia 2

3 4.50 CH 3Row Head wall length 9m 900mm Dia restore 2

4 headwall4.90 CH 1tow 900mm dia

5 5.00 CH 2row 900mm dia head wall damage 6

ಕಾಮಗಾರಿಯ ಹೆಸರು : ವಿಜಯಪುರ ಜೆಲ್ಲಯ ಚಡಚಣ ತಾಲ್ಲೂಕಿನ ಚಡಚಣ ಕೊಂಕಣಗಾಂವ ದಿಂದ ಮಹಾರಾಷ್ಟ್ರ ಗಡಿ ಕೂಡುವ ರಸ್ತೆ ಕಿ,ಮೀ 4.00 ರಿಂದ 5.00ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ.

Head of Account : 5054 App E

Estimate Cost : 495.00 Lakhs

Existing road width = 3.75 M

Proposed road width =3.75 M

Chainage in Original GL in Existing crust Level

GSB =100mm in crust

GSB in Drainage layer = 150mm

Total BuyBack Value(INR) :

Total Overhead Value(INR) :

Total Lumpsum Value(INR) :

Work Estimate ECV(INR) : ((Total SubEstimate Value + Overhead + Lumpsum) - Total BuyBack Value)

BackSave and Continue

Name of Work:Improvements to Chadchan Konkagaon to join Maharashtra border road from km 4.00 to 5.00 in Chadchan Taluk of Vijayapur District. HOA-5054-04-337-0-01-132 District roads-Other capital expenditures App E (PWD/2026-27/RD/WORK_INDENT41678)

Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3

Ist Month IIst Month Total IIInd Month IVnd Month Total V nd Month VI nd Month Total

Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial

1 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 M2 1875 6

2 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 M3 2185.05 493

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. M3 287 95 0

4 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 M3 882.5 2359

5 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. M3 937.5 2559

6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. M2 3750 63

7 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 3750 22

8 Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction M3 187.5 10665

9 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. M3 93.75 14785

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes M2 146 530

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . 60 cm equilateral triangle Each 8 3591

12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 168 365

13 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) Each 1 2889

14 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) Each 4 820

15 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m M3 185.82 102

16 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates M3 9.79 6147

17 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M3 23.21 6184

18 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 20 mm nominal size graded crushed coarse aggregates M3 44.8002128 6221

19 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% M3 23.21 309.20000000000005

20 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. Foundation, Sub structure of Cross drainages @5% M3 44.8 311.05

21 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia M 40 7957 30

22 Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour ,rolling,water,all materials,usage& all other appurtenaces required to complete the work M3 193.338096 474 1.95

23 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures T 0.975 80019

24 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 M2 195 27

Month wise Amount Miles Amount Fenalty

1 Month 1 Miles (1 & 2 Month) Executive Engineer

2 Month ಗುತ್ತಿಗೆದಾರರ ಸಹಿ PWD Division Viajayapur

3 Month 2 Miles (3 & 4 Month)

5 Month 3 Miles (5 & 6 Month)