Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27(Reserved for SC Category only).

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

Strengthening Work approved under Annual Plan for the year2021-22. Estimate under scrutiny at RO office. (Lane width:9m)

NH-63 Karwar NH Division Four lane Widening/improvement Work approved under Annual Plan for the year2021-22 Work completed on 12.12.2018.Under DLP period till 11.12.2021. Strengthening work completed. vide J.No.16-17-820. Foreclosure proposal submitted to Ministry office. (Lane width:7m) Under M&R

Widening work completed on 31.01.2021. Under DLP for next 3 years (Lane width:7m.) Under M&R

NH-206 (New NH-69) Karwar Divn. (Honnavar sub-divn)

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

Name of City , Villages & Bridges Start point Tintani Bridge Golapalli bridge (MJB) Lingasusgur Maski MJB Sindhanur Shrirampura Junction MJB End Point Dadesugura Bridge

NH-150A Vijayapura Divn. (Hunagund sub-divn)

Periodical Renawal work Physically completed. Vide J.No.2019-20-29 DLP Upto 30-03.2021 (lane width 5.5 m) The Siad Streach is under 2021-22 Annual plan for widening, The proposal Submitted to CE office Periodical Renawal work Physically completed. Vide J.No.2019-20-29 DLP Upto 30-03.2021 (lane width 2 lane +PS) (Lane width:4 lane) CC Road Under DLP KRDCL Raech (Lane width:4 lane) CC Road Under DLP Lane width:2 lane+PS) CC Road Under DLP upto Under M&R (lane width 5.5m)

Periodical Renawal work Physically completed. Vide J.No.2019-20-19. (Lane width:2 Lane)

Periodical Renawal work Physically completed. Vide J.No.2019-20-19. (Lane width: 5.5 m)

NH-367 Vijayapura Divn. (Hunagund sub-divn) (Lane width: 3.75 m) Under M&R

Name of the Road : Annual Maintenance to Rudrapur to Rudrapur tanda road from km 0.00 to 5.00 in Saundatti taluka. Road ID: SAU34

Road Category: MDR Sub Division : Bailhongal Division : Belagavi Circle :Belagavi

Start Latitude:15.876555 Longitude:74.931317 End Latitude:15.872093 Longitude:74.962244

Rudrapur CD CD CD Minor Bridge CD Rudrapur Tanda

Carriage Way Over Lap (SH 103) NO WORK DONE HAS BEEN DONE UNDER ANY HEAD SINCE FIVE YEARS

Over Lap (SH 103) Non-Feasible length Annual Maintenance for 2025-26 Non-Feasible length Annual Maintenance for 2025-26 Non-Feasible length

2).Maintenance for 2026-27

Legends Desciption Silent Features 3).Proposed works under Annual Works 2026-27 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 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) 3054 1.00 1.16 0.16 Name of Village/ City From To L (in Km)

Works Under Annual Maintenance 2026-27(More than 5 years) Single Lane 4 Km (Km 1.00 to 5.00) 4.00 - - - - - 1.16 2.85 Maint 1.69 Rudrapur 0.00 0.50 0.50

Proposed Works under 2026-27 Intermediate lane - 0.00 - - - - 2.85 3.0 non-feasible 0.15 R.tanda 4.70 5.00 0.30

Work Under progress Two lane 0.00 Km 0.00 - - - - 3.00 4.78 Maint 1.78

Works Eligible for Renewal/ Non-Feasible Two lane + PS 0.00 Km 0.00 Total Length (in Km) 0.00 4.78 5.0 non-feasible 0.22 Total Length (in Km) 0.80

Major Bridges Four lane 0.00 Km 0.00 4). On going works Total Length (in Km) 4.00

Minor Bridges Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 1). Completed Works and under DLP Other Department Works

CD Minor Bridges 1 1.00 1.16 - 0.16 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Under From To L (in Km)

Village/ City Name Railway Crossing - - - - - 0.00 0.00 RS 0.00 KRDCL 0.00

Railway Crossing Overlap Length 1.00 (Gokak-Saundatti-SH-103) 1.00 RS 0.00 KSHIP 0.00

Non Feasible Length Total Length (in Km) 5.00 Total Length (in Km) 0.16 RS 0.00 SHDP 0.00

5). Eligible for Renewal RS 0.00 Total Length (in Km) 0.00

HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 0.00

0.00 0.00 Ren 0.00 No. Details Length 2026-27 Maintenance Abstract

1 1). Completed Works and under DLP 0.00 Description Length in Km

Assistant Executive Engineer Public Works Department Sub-Division Bailhongal Executive Engineer Public Works Department Division Belagavi 2 2).Maintenance for 2026-27 3.47 Last 5 Years Developed Length 3.47

3 3).Proposed works under Annual Works 2026-27 0.00 More than 5 years Developed length 0.00

4 4). On going works 0.16 Total Maintenance length 4.00

5 5). Eligible for Renewal 4.00 Total Maint. length (As Non feasible) 0.53

5 2).Maint. for 2025-26(As non Feasible) 0.53 Total Length of the Road 4.00

Total Length (in Km) 4.16

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

NH-63 Karwar NH Division PR work proposed. Work completed on 12.12.2018. Strengthening work completed. vide J.No.16-17-820 PR work proposed. Work sanctioned under PR for the year 19-20. work completed. Ylp town limit 16-17-008 Work sanctioned under PR for the year 19-20.Estimate to be submitted from division.

EPC work under progress. (J.No.KNT-16-17-838) From Km.142.75 to 267.600 handed over to NHAI. Only one time improvement from Km.187.00 to 193.50(Gadag city limit) and 248.30 to 255.16(Koppal city limit) is taken up by NH Dept. and works are completed.

NH-63 Hubli NH Division Work nearing completion. KNT-16-17-832 * The work Construction of minor bridge @ Km.112.30 with approaches from Km.110.00 to 112.800 -tender under process & * PR work from Km.112.800 to 128.85-estimate submitted to Ministry.

Chainage 106.00 110.00

IL PR Work completed on 28/12/2018. DLP was upto Dec-2019.

NH-206 Karwar Divn. (Honnavar sub-divn) Widening from Single/Intermediate Lane to two lane from Km 299.600 to 348.00 is under Progress & it will be completed on 28/02/2020

Vijaypur (4.4 to 56) & Hubli (56 to 193.35) EPC work is under progress and is nearing completion. (Job No.KNT-16-17-836) EPC work is under progress and is nearing completion. (Job NO.KNT-14-15-775) EPC work is under progress and is nearing completion. (Job NO.KNT-14-15-776) EPC work is under progress and is nearing completion. (Job NO.KNT-2012-735)

* Construction of 4-lane ROB @ Km.15 on NH-218:For land acquisition, 3(D) notified.

ROB at CH 0.50 work under progress 2L+PS-Work completed in 2017.DLP completed on 31 Mar-2020. 2L+PS-Work under progress. (Job No.17-18-869) 95 % work completed. 2L 2L Under M& R

IL-5.5m width IL

NH-367 Hubli (0.00 to 104) Estimate submitted under Annual plan 2021-22 2L+PS-Work under progress. (Job No.19-20-905) Work under progress. Estimate submitted under Annual plan 2021-22 PR work under progress

* Construction of 4-lane ROB @ Km.0.517 -Revised cost estimate/Financial bid submitted to Ministry.

0.00 to 71.00 is ylb and remaining ch. Comes under Naragund Sub-divn.

NH-367 Vijaypur (104 to 157.80) PR work proposed for the year 2019-20.

Widening to 4-laning work completed by KRDCL.

NH-766C Hubli Widening work estimate submitted to Central office. PR works from 170.2 to 177, from Km.179 to 189.7 & Km. 195.00 to 196.00 approved.The reach from Km. 177 to 179 & 189.7 to 195.00 are under DLP.

Work physically completed.J.No.16-17-800 4L

Work physically completed. J.No.16-17-800 2L

IL IL PR work estimate submitted to Ministry.

PR work costing 12.90 crores technical bid submitted to Central office on 27.12.2019.

NH-150A Kalaburagi (50 to 89.30)& Vijaypur (89.30 to 142.00)

* NH-150A from Km.0.00 to 50.00 handed over to NHAI.

* Construction of minor bridge @ Km 127.537 is under progress.( Est cost: 4.73 Crores)

* Widening of major bridge proposed @ Ch.171.60/Estimate costing 21.21 Crores submitted under Annual plan 19-20.

* FDR work- to Tungabhadra major bridge @ Km.198.24 costing Rs.1.25 Crores- Tender called.

Work under progress. 60% work completed. (J.No.KNT-16-17-823) Work under progress. 30% work completed. (J.No.KNT-16-17-816)

NH-50 Kalaburagi NH Division

*Construction of 4-lane ROB @ Km.66.90-agreement executed. Due to land acquisition appointed date is not issued.

*Humnabad town limit from Km.96.64 to 100.00 PR work estimate submitted.

* FDR work from Km.62.87 to 63.27 costing 45.00 Lakhs sanctioned- Tender to be called.

PR work costing 10.33 crores technical bid submitted to Central office on 27.12.2019. 2L+PS

NH-150E Kalaburagi NH Division

Work under progress. 70% work completed. (J.No.KNT-16-17-828) Yadgir town limit PR work submitted Work under progress. 80% work completed. (J.No.KNT-16-17-817)

NH-150 Kalaburagi NH Division

Widening to 2L+PS work-estimate submitted to Ministry under Annual plan.

NH-548B Vijaypur NH Division

IL Providing bitumen wearing course under M&R - Work completed in Dec-2019.

NH-161A Kalaburagi NH Division

SL-Single Lane-3.75m width

IL-Intermediate Lane-5.5m width

NH-752K Kalaburagi NH Division 2L-Two lane-7.0m width

2L+PS-Two lane along with Paved shoulder-10.00m width

0.00 48.20 6L- Six lane

Checklist for Technical Saction (Roads)

1 Name of the Work

2 Government Programme Approved Copy (IFA)

3 CE office Endorsement no

4 Page no & Serial No. in Approved Copy (Appendix-E Booklet)

5 Is Head of Account appropriate

6 ERC (as per delegation of powers)

7 Approved Length and Chainage

8 Check Name of works as Approved in Programme

9 Length and Chainage Considered in the Estimate

10 Sanctioned Amount (Rs. In lakhs)

11 ERC (as per delegation of power)

12 ADM (as per delegation of power)

13 One Time Upgradation if any

14 RIS Chart/design of crust/IIT pavement

15 Are rates verified with SR?

16 Are L,B,D of each item of work verified ?

17 Are Road Furniture/ Curve widening/ bus bay included in estimate ?

19 Maintenance estimate and DLP i. Less than 2 Cr - 1 year DLP ii. 2 Cr to 5 Cr - 2 year DLP and 3rd year maintenance iii. 5 Cr and above - 2 year DLP, 3rd year maintenance

20 Drawings of drain, culvert etc (if major culvert- Hydraulic Design)

21 GST Provision=18%, Plantation=1%, QC=1% Tender Premium =5% and Misc

22 Area weightage if any attach the certificate duly signed by AEE & EE (with Connected document)

23 Issue Rates if any

24 C/s of Existing & Proposed

Volume sheet for embackment

Existing Crust considerd or not

Taluka map duly marked proposed road

25 Layout plan for drains Attached or not

26 Existing Site Photographs, Min 2 for every Km

27 Design as per IRC 37-2018, IRC 58-2015, IRC SP -72-2015 and IRC SP 62-2014

28 CBR AEE Certified Copy, & CBR > 7.00-100% Reuse for Murrum

29 Traffic AEE Certified Copy

30 Design life SH =20 Years

31 MDR= 15 Years

32 Lane Distribution factors

Intermediate 0.75

Four Lane - Single 0.40

Dual Two lane 0.75

Dual Three lane 0.6

Dual Four lane 0.45

33 Vehicle Damage factor

Rolling/Plain Hilly

34 Annual growth rate r= 5%

35 Volume of traffic in msa

36 Design thickness as per IRC Chart As per Design Existing Proposed

37 CD/Culvert/Bridge MDR minimum 10 Mtr width

38 CD/Culvert/Bridge SH Minimum 12.50 Mtr width

39 Lane width ( in Mtrs) PCU/Day

40 Cost per Km in Lakhs

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, BELAGAVI DIVISION, BELAGAVI

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, SUB-DIVISION, BAILHONGAL.

: Head of Account : ¥ÁåPÉÃeï-2

3054-04-337-1-10-200 MDR Maintenance for the year 2026-27

: Name of Work : NAME OF WORK:

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

ESTIMATED COST : Rs 6.97 Lakhs.

PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS

DEPARTMENTAL CODE.

E S T I M A T E.

Division. : Executive Engineer, PW Dept. Belagavi Division, Belagavi

Sub-Division . : AEE, PWD Sub-Dn. Bailhongal.

Fund Head. : 3054-04-337-1-10-200 MDR Maintenance for the year 2026-27

Service Head. :

Departmental Head. :

Estimate framed in the office of the Assistant Executive Engineer, P.W.D. Sub-Division, Bailhongal and probable expenses that will be incurred for the workAnnual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

Estimated Cost. : Rs. 6.97 lakhs.

Administratively sanctioned under : No.____________Date ___________

Technically sanctioned under : No.____________Date ___________

Estimate Prepared by : Shri. Mallikarjun B Moratagi, AE

Estimate Checked by : Shri.Anil M, AEE

(Call or Authority) :

" Separate Sheet Enclosed "

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

P.W.D. CODE PARA-133

C E R T I F I C A T E

This to certify that, Anil M, 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.

C E R T I F I C A T E

(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.

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. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

ಬೈಲಹೊಂಗಲ ಉಪವಿಭಾಗದ Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27 ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಯು ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ : 2026-27 ನೇ ಸಾಲಿನ 3054-04-337-1-10-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅನುದಾನದಡಿ ರೂ. 6.97 ಲಕ್ಷಗಳಿಗೆ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಯಲ್ಲಿ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಭಾಗಗಳಿಗೆ ನಿರ್ವಹಣೆಗಾಗಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ. NFL ಸರಪಣಿಗಳಲ್ಲಿ ಡಾಂಬರಿನಿಂದ ತಗ್ಗು ಗುಂಡಿಗಳನ್ನು ತುಂಬಲು ಬಾರದಿರುವುದರಿಂದ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಡಾಂಬರ ಪಾಟಹೊಲ್ ಐಟಂನ್ನು ಪರಿಗಣಿಸುವುದಿಲ್ಲ ಮತ್ತು NFL ಸರಪಣಿಗಳಲ್ಲಿ ಆಯ್ದಭಾಗಳಲ್ಲಿ ಮುರಮಂನಿಂದ ಗುಂಡಿ ತುಂಬಲಾಗುವುದು.ಜಂಗಲ್‌ ಕಟ್ಟಿಂಗ್‌ 2 ಬಾರಿ ಪರಿಗಣಿಸಲಾಗಿದ್ದು (pre Mansoon and Post Mansoon ) ಮತ್ತು ಡಾಂಬರ್‌ ನಿಂದ 3% ವರೆಗೆ ತಗ್ಗು ಗುಂಡಿ ತುಂಬಲಾಗುವುದು.

ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆ: ಲೋಇ 517 ಐಎಫ್.ಎ 2026 ಬೆಂಗಳೂರು ದಿನಾಂಕ: 22.05.2026

ಮುಖ್ಯ ಇಂಜಿನೀಯರರು, ಸಂಪರ್ಕ ಮತ್ತು ಕಟ್ಟಡ (ಉ) ಧಾರವಾಡ ರವರ ಕಛೇರಿ ಪತ್ರ ಸಂಖ್ಯೆ:ಸಿ.ಇ.ಎನ್/ಲೆಶಾ/ಎಬಿ-2/ರಾ.ಹೆ.ರ/ಸೇ/2026-27/01523, ದಿ: 30.05.2026

ಅಧೀಕ್ಷಕ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಬೆಳಗಾವಿ ವೃತ್ತ, ಬೆಳಗಾವಿ ಇವರ ಕಛೇರಿಯ ಆದೇಶ ಸಂಖ್ಯೆ:2738 , ದಿನಾಂಕ:-03.08.2026

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ-ವಿಭಾಗ ಬೈಲಹೊಂಗಲ ಇವರ ಇ ಪ್ರೊಕ್ಯೂರಮೆಂಟ್ ವರ್ಕ ಇಂಡೆಂಟ್ ಸಂ:PWD/2026-27/RD/WORK_INDENT42557

1 Clearing and grubbing road land

2 Maintenance of Drains

3 Maintenance of Earth Shoulder

4 Making up loss of material/ irregularities on shoulder

5 Patching of Shallow Potholes using SDBC Gr II

6 Patching of Deep Potholes

7 White washing of parapet walls of CD work and tree truncks

8 Maintenance of Culverts

9 Maintenance of 200 m & km stones

10 Supplying and Fixing of Molded Shank Raised Pavement Marker

11 Road Marking with Hot Applied Thermoplastic Compound

12 Retro-Reflectorised Traffic Signs

13 Providing and fixing RCC name board

14 Supply and installation of retro- reflective Chevron signboards

ಸದರಿ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2026-27 ಕ್ಕೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ರೂ. 6.97 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

Recaptulation sheet

Sl. No. Description Amount

1 For Annual Maintenance Rs. 590295.00

Total Rs. 696548.10

3 Add for Misc & Rounding off Rs. 451.90

Grand Total Rs. 697000.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Divn Bailhongal Public Works Dept., Divn Belagavi

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

ESTIMATE (ABSTRACT) - PART-A

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

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,. 100 m2 228.00 393.00 89604.00 89604

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 3648.00 6.00 21888.00 21888.00

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, . m2 1968.00 39.00 76752.00 1911.6

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. . m2 104.00 97.00 10088.00 808.2

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 345.00 388.00 133860.00 475.8375

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 345.00 635.00 219075.00 390.5625

7 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 15.00 27.00 405.00 195

8 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint. Km 8.00 206.00 1648.00 50.5

10 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 0.00 365.00 0.00 34

11 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 0.00 530.00 0.00 24.96

12 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle. each 0.00 3604.00 0.00 22.2

13 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 No 0.00 5861.00 0.00 2

14 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 No 0.00 3586.00 0.00 28

15 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 0.00 5.00 0.00

9 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 75.00 493.00 36975.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

Name of work:Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

Rudrapur-Rudrapur Tanda

SL No Description of work Unit No Measurement Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 2 4000.00 1.50 60.0% 7200.00

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 2 4000.00 1.50 50.0% 6000.00

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 2 4000.00 1.50 16.0% 1920.00

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, (Rate Including 18% GST).

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 m2 2 4000.00 1.50 10.0% 1200.00

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 m2 2 4000.00 0.10 5.0% 40.00

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 1 4000.00 3.75 1.1% 165.00

6 Patching of Deep Potholes 75mm thick by restoring theGranular Base course using material confirming to WBM Grade -II with type B Screening standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complet

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 1 4000.00 3.75 1.10% 165.00

7 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,

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 m2 1 5.00 1.50 7.50

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,(Rate Including 18% GST).

Repairs & vent clearance to CDs

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 Each 1 0.00 0.00

8 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 Km 1 4.00 4.00

10 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(Including 18% GST).

(As per requirement) No 10 1.00 10.00

13 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes..(Including 18% GST).

(As per requirement) Sqm 2 1000.00 0.15 2.0% 6.00 20

14 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle (Including 18% GST).

15 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1

16 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. I No:10.6 P No-92 vol No-1

17 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material I No:10.9 P No-92 vol No-1

(For CC roads only) m 50.00 0.00

Total Qty 0.00 64.00 0.00

18 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1

(For curves only as per site condition) No 1.00 0.00

20 Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.

9 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

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 Cum 1 100.00 3.75 0.10 37.50

Name of work:Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

Rudrapur-Rudrapur Tanda

SL No Description of work Unit No Measurement Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,

Halaki Tanda to Muragoda road km. 0.00 to 4.00 2 4000.00 1.20 60.0% 5760.00

Halaki Tanda to Muragoda road km. 0.00 to 4.00 2 4000.00 1.20 40.0% 3840.00

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

Halaki Tanda to Muragoda road km. 0.00 to 4.00 2 4000.00 1.20 18.0% 1728.00

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, (Rate Including 18% GST).

Halaki Tanda to Muragoda road km. 0.00 to 4.00 m2 2 4000.00 1.20 8.0% 768.00

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Halaki Tanda to Muragoda road km. 0.00 to 4.00 m2 2 4000.00 0.10 8.0% 64.00

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

Halaki Tanda to Muragoda road km. 0.00 to 4.00 1 4000.00 3.75 1.2% 180.00

6 Patching of Deep Potholes 75mm thick by restoring theGranular Base course using material confirming to WBM Grade -II with type B Screening standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

Halaki Tanda to Muragoda road km. 0.00 to 4.00 1 4000.00 3.75 1.2% 180.00

7 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,

Halaki Tanda to Muragoda road km. 0.00 to 4.00 m2 1 5.00 1.50 7.50

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,(Rate Including 18% GST).

Repairs & vent clearance to CDs

Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 Each 1 0.00 0.00

8 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

Halaki Tanda to Muragoda road km. 0.00 to 4.00 Km 1 4.00 4.00

10 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(Including 18% GST).

(As per requirement) No 10 1.00 10.00

13 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes..(Including 18% GST).

(As per requirement) Sqm 2 1000.00 0.15 2.0% 6.00 20

14 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle (Including 18% GST).

15 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1

16 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. I No:10.6 P No-92 vol No-1

17 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material I No:10.9 P No-92 vol No-1

(For CC roads only) m 50.00 0.00

Total Qty 0.00 64.00 0.00

18 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1

(For curves only as per site condition) No 1.00 0.00

20 Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.

9 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

Halaki Tanda to Muragoda road km. 0.00 to 4.00 Cum 1 100.00 3.75 0.10 37.50

Name of work: A) Rudrapur to Rudrapur Tanda from Km 1.16 to 5.00

SL No Description of work Unit No Measurement Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,. A) Rudrapur to Rudrapur Tanda from Km 1.16 to 5.00

A) Rudrapur to Rudrapur Tanda from Km 1.16 to 5.00 Net Qty in 100 m2 145.92 393.00 57346.56

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. A) Rudrapur to Rudrapur Tanda from Km 1.16 to 5.00Chainage KM. 1.160 to 5.000

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, .

4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes.

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. .

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

(Excluding from Km 2.850 to 3.000 and 4.780 to 5.000 As NFL And 230 mts As village limit) Total 500 mtrs m2 Total Qty 125.25 263.00 32940.75

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

(Excluding from Km 2.850 to 3.000 and 4.780 to 5.000 As NFL And 230 mts As village limit) Total 500 mtrs m2 Total Qty 150.30 497.00 74699.10

8 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, .

White washing to CDs m2 6 5.00 1.50 45.00

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,.

Repairs & vent clearance to CDs Each 3 1.00 3.00

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

Chainage KM. 1.160 to 5.000 Km 1 4.00 4.00

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

12 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

13 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle.

Chainage KM. 1.000 Info Board 1 1.00 1.00

Chainage KM. 1.550 Curve Each 1 1.00 1.00

Chainage KM. 1.650 Curve Each 1 1.00 1.00

Chainage KM. 1.900 Curve Each 1 1.00 1.00

Chainage KM. 2.050 Curve Each 1 1.00 1.00

Chainage KM. 2.150 Curve Each 1 1.00 1.00

Chainage KM. 2.700 Curve Each 1 1.00 1.00

Chainage KM. 3.050 T Junction Each 1 1.00 1.00

Chainage KM. 4.500 Village Limit Each 1 1.00 1.00

14 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1

At Chainage KM. 1.000 Each 1 1.00 1.00

15 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1

For curves No 5 3.00 15.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

S No Description of work SR Vol Page No Item No Unit Basic Rate Area Wtage 0% Area Wtage 5% Area Wtage 12% Finished Rate

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle, Vol-III 9 2.5 a 100 m2 393.00 11.79 19.65 47.16 393.00 Item2.5 aVol-IIIP.No9 Patching of Deep Potholes 75mm thick by restoring the Granutar base course using maertal coии Granular Base course using material confirming to WBM Grade -II with type B Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70kg per m over the WBM surface and covering the surface with SDBC 25mm thick including lead. loading unloading, rolling rolli and finishing etc., complete as per specification".

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Vol-III 147 16.19 m 6.00 0.18 0.30 0.72 6.00 Item16.19Vol-IIIP.No147

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, (Rate Including 18% GST). Vol-III 91 10.3 m2 39.00 1.17 1.95 4.68 39.00 Item10.3Vol-IIIP.No91

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Vol-III 91 10.2 m2 97.00 2.91 4.85 11.64 97.00 Item10.2Vol-IIIP.No91 Granular Base course using material confirming to WBM Grade -II with type B Screening

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (i) m2 388.00 11.64 19.40 46.56 388.00 Item10.15 (i)Vol-IIIP.No93

6 Patching of Deep Potholes 75mm thick by restoring theGranular Base course using material confirming to WBM Grade -II with type B Screening standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (ii) m2 635.00 19.05 31.75 76.20 635.00 Item10.15 (ii)Vol-IIIP.No93

7 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 m2 27.00 0.81 1.35 3.24 27.00 Item16.26Vol-IIIP.No148

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909, Vol-III 147 16.20 (i) No 2047.00 61.41 102.35 245.64 2047.00 Item16.20 (i)Vol-IIIP.No147

8 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint. Vol-III 148 16.24 (i) Km 206.00 6.18 10.30 24.72 206.00 Item16.24 (i)Vol-IIIP.No148

10 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Vol-III 74 8.43 No 365.00 10.95 18.25 43.80 365.00 Item8.43Vol-IIIP.No74

11 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.. Vol-III 67 8.15 Sqm 530.00 15.90 26.50 63.60 530.00 Item8.15Vol-IIIP.No67

12 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle Vol-III 67 8.6 each 3591.00 107.73 179.55 430.92 3591.00 Item8.6Vol-IIIP.No67

13 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 Vol-I 79 8.55 No 5623.00 168.69 281.15 674.76 5623.00 Item8.55Vol-IP.No79

14 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. I No:10.6 P No-92 vol No-1 Vol-I 92 10.6 mt 7 0.21 0.35 0.84 7.00 Item10.6Vol-IP.No92

15 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material I No:10.9 P No-92 vol No-1 Vol-I 92 10.9 mt 64 1.92 3.20 7.68 64.00 Item10.9Vol-IP.No92

16 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 Vol-I 76 8.48 No 3573 107.19 178.65 428.76 3573.00

9 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 Cum 493.00 0.00 #VALUE! Cum 493.00

Name of work: B )Halaki Tanda to Murgod road from Km 0.00 to 4.000

SL No Description of work Unit No Measurement Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,.

100 m2 200.00 B )Halaki Tanda to Murgod road from Km 0.00 to 4.000

Net Qty in 100 m2 200.00 393.00 78600.00 B )Halaki Tanda to Murgod road from Km 0.00 to 4.000Chainage KM. 0.000 to 4.000

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, .

4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes.

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. .

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

8 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, .

White washing to CDs m2 7 5.00 1.50 52.50

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,.

Repairs & vent clearance to CDs Each 3 1.00 3.00

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

Chainage KM. 0.000 to 4.000 Km 1 4.00 4.00

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

Total Qty 0.00 365.00 0.00

12 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

Total Qty 0.00 530.00 0.00

13 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle.

At Chainage KM. 4.000 Y Junction Each 1 1.00 1.00

At Chainage KM. 0.500 Village Limit Each 2 1.00 2.00

14 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1

15 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1

For curves No 1 3.00 3.00

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

17 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

Selected reaches Total Qty 7% 65.63 493.00 32353.13

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

Annual maintenance of Rudrapur-Rudrapur Tanda road from km. 1.0 to 5.00 in Bailhongal constituency of Savadatti taluk and Annual maintenance of Halaki Tanda to Muragoda road in Bailhongal constituency of Savadatti taluk from km. 0.00 to 4.00 for the year 2026-27

S No Description of work SR Vol Page No Item No Basic Rate Area Wtage 0% Add 18% for GST Finished Rate Unit

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle,. Vol-III 9 2.5 a 393.00 0.00 0.00 393.00 100 m2

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Vol-III 147 16.19 6.00 0.00 0.00 6.00 m

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, . Vol-III 91 10.3 39.00 0.00 0.00 39.00 m2

4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Vol-III 91 10.1 188.00 0.00 0.00 188.00 m3

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. . Vol-III 91 10.2 97.00 0.00 0.00 97.00 m2

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (i) 263.00 0.00 0.00 263.00 m2

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (ii) 497.00 0.00 0.00 497.00 m2

8 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 0.00 27.00 m2

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,. Vol-III 147 16.20 (i) 2047.00 0.00 0.00 2047.00 No

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint. Vol-III 148 16.24 (i) 206.00 0.00 0.00 206.00 Km

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

12 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 glassbeads 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 0.00 530.00 Sqm

13 Retro-Reflectorised Traffic Signs 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle. Vol-III 67 8.6 A iv 3604.00 0.00 0.00 3604.00 each

14 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 Vol-III 79 8.55 5861.00 0.00 0.00 5861.00 No

15 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 Vol-III 76 8.48 3586 0.00 0.00 3586.00 No

16 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Vol-III 17 3.4 5 0.00 0.00 5.00 Sqm

17 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 0.00 0.00 493.00 Cum

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

Halaki tanda murgod 0 to 0.100 0 to 1.5

malagali obbaladinni hirebudunur 0 to 0.5 3.7 to 4.8 5.7 to 7.00 0.0 to 0.5 1 to 2.5 3.7 to 4.8 5.5 to 7.500