Annual maintenance of Bidharbhavi lokoli kamsinkoppa MDR from km 0.60 to 2.00km and 5.00km to 13.00km in Khanapur tq Dist Belagavi Under H/A 3054 MDR Maintenance for the year 2026-27

ಅಂದಾಜು ಪತ್ರಿಕೆಗಳ ಆಡಳಿತಾತ್ಮಕ / ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಯ ರಸ್ತೆ ಕಾಮಗಾರಿಯ ಪರಿಶೀಲನಾ ಚೆಕ್ ಲಿಸ್ಟ್

1 ಕಾಮಗಾರಿಯ ಹೆಸರು B ಖಾನಾಪೂರ ತಾಲೂಕಿನ ರಾಜ್ಯ ಹೆದ್ದಾರಿ 138 ಕ್ಕೆ ಬೀಡಿಯಿಂದ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 3.70 ರಿಂದ 9.44, ಕಿ.ಮೀ 9.77 ರಿಂದ 11.29 ರ ವರೆಗೆ ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು, ಖಾನಾಪೂರ ತಾಲೂಕಿನ ರಾಹೆ.138 ರಿಂದ ಹಿರೇಮುನವಳ್ಳಿ ಮೂಲಕ ಇಟಗಿ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 1.00 , ಕಿ.ಮೀ 1.33 ರಿಂದ 8.00 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು, ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, 4.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು,ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಎಸ್ ಹೆಚ್-31 ರಿಂದ ಯಡೋಗಾ-ಚಾಪಗಾಂವ-ಹಡಲಗಾ-ಖೈರವಾಡ-ಝಂಜವಾಡ ರಸ್ತೆ (ಜಿ.ಮುರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 3.64 , 3.7 ರಿಂದ 4.72 ,ಕಿ.ಮೀ 5.00 ರಿಂದ 7.00,ಕಿ.ಮೀ 8.93 ರಿಂದ 12.82 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು, ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಬಸರಿಕಟ್ಟಿ-ಹಡಲಗಾ-ಬೇಕವಾಡ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 5.01 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು..

2 ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ B 3054 f¯Áè ªÀÄÄRå gÀ¸ÉÛ ¤ªÀðºÀuÉ.

3 ಅನುಮೋದಿತ ಕ್ರೀಯಾಯೋಜನೆಯ ಪತ್ರ ಸಂಖ್ಯೆ ಮತ್ತು ದಿನಾಂಕ ಪುಟ ಸಂಖ್ಯೆ ಮತ್ತು ಕ್ರಮ ಸಂಖ್ಯೆ B C£ÀĪÉÆâvÀ QæÃAiÀiÁAiÉÆÃd£ÉAiÀÄ ¥ÀvÀæ ¸ÀASÉå : ªÀÄvÀÄÛ ¢£ÁAPÀ: ¥ÀÄl ¸ÀASÉå : ªÀÄvÀÄÛ PÀæªÀÄ ¸ÀASÉå:

4 ಅAದಾಜು ಮೊತ್ತ B gÀÆ. 21.90 ®PÀë

5 ಪ್ರಸಕ್ತ ಸಾಲಿನ ಅನುದಾನ B gÀÆ. 21.90 ®PÀë

6 ಅನುಮೋದಿತ ಚೈನೇಜ್ B ರಾಜ್ಯ ಹೆದ್ದಾರಿ 138 ಕ್ಕೆ ಬೀಡಿಯಿಂದ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 3.70 ರಿಂದ 9.44, ಕಿ.ಮೀ 9.77 ರಿಂದ 11.29 ರ ವರೆಗೆ, ರಾಹೆ.138 ರಿಂದ ಹಿರೇಮುನವಳ್ಳಿ ಮೂಲಕ ಇಟಗಿ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 1.00 , ಕಿ.ಮೀ 1.33 ರಿಂದ 8.00 ರ ವರೆಗೆ , ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, 4.00 ರಿಂದ 13.00 ವರೆಗೆ , ಎಸ್ ಹೆಚ್-31 ರಿಂದ ಯಡೋಗಾ-ಚಾಪಗಾಂವ-ಹಡಲಗಾ-ಖೈರವಾಡ-ಝಂಜವಾಡ ರಸ್ತೆ (ಜಿ.ಮುರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 3.64 , 3.7 ರಿಂದ 4.72 ,ಕಿ.ಮೀ 5.00 ರಿಂದ 7.00,ಕಿ.ಮೀ 8.93 ರಿಂದ 12.82 ರವರೆಗೆ , ಬಸರಿಕಟ್ಟಿ-ಹಡಲಗಾ-ಬೇಕವಾಡ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 5.01 ರವರೆಗೆ ..

7 ಪ್ರಸ್ತಾಪಿತ ಚೈನೇಜ B ರಾಜ್ಯ ಹೆದ್ದಾರಿ 138 ಕ್ಕೆ ಬೀಡಿಯಿಂದ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 3.70 ರಿಂದ 9.44, ಕಿ.ಮೀ 9.77 ರಿಂದ 11.29 ರ ವರೆಗೆ, ರಾಹೆ.138 ರಿಂದ ಹಿರೇಮುನವಳ್ಳಿ ಮೂಲಕ ಇಟಗಿ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 1.00 , ಕಿ.ಮೀ 1.33 ರಿಂದ 8.00 ರ ವರೆಗೆ , ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, 4.00 ರಿಂದ 13.00 ವರೆಗೆ , ಎಸ್ ಹೆಚ್-31 ರಿಂದ ಯಡೋಗಾ-ಚಾಪಗಾಂವ-ಹಡಲಗಾ-ಖೈರವಾಡ-ಝಂಜವಾಡ ರಸ್ತೆ (ಜಿ.ಮುರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 3.64 , 3.7 ರಿಂದ 4.72 ,ಕಿ.ಮೀ 5.00 ರಿಂದ 7.00,ಕಿ.ಮೀ 8.93 ರಿಂದ 12.82 ರವರೆಗೆ , ಬಸರಿಕಟ್ಟಿ-ಹಡಲಗಾ-ಬೇಕವಾಡ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 5.01 ರವರೆಗೆ ..

8 ಹಾಲಿ ರಸ್ತೆಯ ಸ್ಥಿತಿ B ಡಾಂಬರ ಮೇಲ್ಮೆ

9 ರಸ್ತೆಯ ವರ್ಗೀಕರಣ B ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ

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

11 CD's width Whether it is as per IRC standard : Yes / No (MDR - 9.00m, SH-12.00m) B NA

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ B

13 ¹.©.Dgï mɸÀÖ j¥ÉÆÃlð B NA

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ (gÀ¸ÉÛ ªÀiÁzÀj ¸ÀAZÁgÀ UÀtw) B NA

15 r¸ÉÊ£ï ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ B Sub base :

Wearing Coarse :

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÉÛAiÀÄ «ªÀgÀ B Sub base :

Binding Coarse :

Wearing Coarse :

17 ¨ÁgÀ ZÁlð (»A¢£À 5 ªÀµÀðUÀ¼À°è ¥ÀjUÀt¹zÀ ZÉÊ£ÉÃeï «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPɪÁgÀÄ) B ®UÀwÛ¸À¯ÁVzÉ

19 vÁ®ÆPÁ £ÀPÉë B NA

20 ಅಂದಾಜಿನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಅಂಶಗಳು ಃ ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಒಟ್ಟು 40.89 ಕಿ.ಮೀ ಉದ್ದಕ್ಕೆ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ 1)Clearing and grubbing road land 2) Maintenance of Drains 3) Maintenance of Earth Shoulder (stripping excess soil) 4) Making up loss of material/ irregularities on shoulder 5) Patching of Shallow Potholes using SDBC Gr II 6) Patching of Deep Potholes 75mm thick by restoring the Granular Base course 7) White washing of parapet walls of CD work Culvert 8) Painting of km stone and Hectometer stone 9) Printing letters on km stone and Hectometer stone10)Maintenance of Culverts Maintenance of Hume pipe 11) Scarifying existing bitumen road surface 12) Providing and laying wet mix mecadem 13) Providing and applying tack coat with vigit and bitumen 14) Providing and laying semi dense bitumen concrete

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪವಿಭಾಗ ಖಾನಾಪೂರ ಬೆಳಗಾವಿ ವಿಭಾಗ ಬೆಳಗಾವಿ

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, BELAGAVI DIVISION, BELAGAVI

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

: Head of Account : ¥ÁåPÉÃeï-2

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

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. .

ESTIMATED COST : Rs 10.19 Lakhs.

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

Name of Division Public Works Dept. Belagavi Division Belagavi

Name of Sub-Division Public Works Dept. Sub-Division KHANAPUR

Major Head 3054-04-337-1-10-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ನಿರ್ವಹಣಾ ಕಾಮಗಾರಿ

Departement Head

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

This Estimate is framed in the Office of the Assistant Executive Engineer Public Works Department, Sub-Division, KHANAPUR for the probable expense that will be incurred in for the above work.

Estimated Cost Rs. 10.19 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. Vijaykumar R Sattigeri AE

Estimate Checked by Shri. Sanjay B Ghaste AEE

------- Separate Sheet Enclosed-------

Assistant Executive Engineer,

P.W.D Sub-Division, KHANAPUR

Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15

Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15

Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15

Front LINTEL Band 1 (0.23+2*0.15) 0 0.15

Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65

Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65

Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65

Front Slab Beams 1 (0.23+2*0.65) 0 0.65

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )

Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427

KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)

KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )

KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

P.W.D. CODE PARA-133

C E R T I F I C A T E

This to certify that, Sanjay B Ghaste, 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 83863.15

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.

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

2026-27 ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ. 3054-04-337-1-10-200 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ನಿರ್ವಹಣಾ ಕಾಮಗಾರಿಗಳ ಅಡಿಯಲ್ಲಿ ವೃತ್ತ ಕಛೇರಿಯ ಆದೇಶ ಸಂ; 2738 ದಿ:02-07-2026 ಈ ಅಂದಾಜು ಪತ್ರಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದ

2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಅನುದಾನದಡಿ ರೂ. 10.19 ಲಕ್ಷಗಳಿಗೆ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಯಲ್ಲಿ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಭಾಗಗಳಿಗೆ ನಿರ್ವಹಣೆಗಾಗಿ ತಗ್ಗು ಗುಂಡಿಗಳನ್ನು ಮುಚ್ಚುವ ರಸ್ತೆ ಬದಿಗಳಲ್ಲಿನ ಜಂಗಲ್‌ ಕಟ್ಟಿಂಗ್‌ ಹಾಗೂ ಇತರೆ ಬಾಬುಗಳನ್ನೊಳಗೊಂಡಂತೆ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ.

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.

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

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.

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.

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,

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,

9 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

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.

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..

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

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

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ ಸಾಲಿನ (2026-27 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದು) ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿ ಪ್ರಕಾರ, ರೂ 10.19 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿದ್ದು, ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ಮಂಜೂರಾತಿ ನೀಡಲು ವಿನಂತಿಸಲಾಗಿದೆ.

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. indent 42089

Recaptulation sheet

Sl. No. Description Amount

1 For Annual Maintenance Rs. 858904.61 859008.61

3 Tender premium 2% Rs. 0.00 0.00

3 Misc, Rounding off Rs. 5492.56 5369.84

Grand Total Rs. 1019000.00 1019000.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Divn Khanapur Public Works Dept., Divn Belagavi 4061899.11

PÀ£ÁðlPÀ ¸ÀPÁðgÀ ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ,

PÁAiÀÄð¤ªÁðºÀPÀ C©üAiÀÄAvÀgÀ PÀZÉÃj ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ, ¨É¼ÀUÁ« «¨sÁUÀ, ¨É¼ÀUÁ«

¸ÀºÁAiÀÄPÀ PÁAiÀÄð¤ªÁðºÀPÀ C©üAiÀÄAvÀgÀ PÀZÉÃj ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ, G¥À «¨sÁUÀ, SÁ£Á¥ÀÆgÀ

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀ¸À¨Á £ÀAzÀUÀqÀ ¸ÀUÀgÉ §ÄvÉÛêÁr ©Ãr gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 3.63 ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

CAzÁdÄ ªÉÆvÀÛ gÀÆ. 2.70 ®PÀëUÀ¼ÀÄ

2024-25£Éà ¸Á°£À3054-04-337-1-10-200 f¯Áè ªÀÄÄRå gÀ¸ÉÛUÀ¼À ¤ªÀðºÀuÉ

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

Division. Public Works Dept. Belagavi Division. Belagavi

Sub - Division. Public Works Dept.Sub- Dn.Khanapur

Fund Head. 2024-25£Éà ¸Á°£À3054-04-337-1-10-200 f¯Áè ªÀÄÄRå gÀ¸ÉÛUÀ¼À ¤ªÀðºÀuÉ

Department Head.

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀ¸À¨Á £ÀAzÀUÀqÀ ¸ÀUÀgÉ §ÄvÉÛêÁr ©Ãr gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 3.63 ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

Estimated Cost Rs :- 2.70 Lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Shri Sanjeev Kulakarni AE

Estimate Checked by Shri Rajendra Honakande AEE

(Call of Authority)

General Description

Separate sheet enclosed

Assistant Executive Engineer, PWD.Sub-Dn.,Khanapur

P.W.D.CODE PARA - 133

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀ¸À¨Á £ÀAzÀUÀqÀ ¸ÀUÀgÉ §ÄvÉÛêÁr ©Ãr gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 3.63 ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

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

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

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

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

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.

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀ¸À¨Á £ÀAzÀUÀqÀ ¸ÀUÀgÉ §ÄvÉÛêÁr ©Ãr gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 3.63 ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

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F CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß PÀ£ÁðlPÀzÀ 2023-24£Éà ¸Á°£À (2024-25£Éà ¸Á°UÉ ªÀÄÄAzÀĪÀgÉzÀÄÀ) gÁdåªÁå¦Û KPÀgÀÆ¥À, gÀ¸ÉÛ & ¸ÉÃvÀÄªÉ C£ÀĸÀÆavÀ zÀgÀ¥ÀnÖ ¥ÀæPÁgÀ gÀÆ 2.70 ®PÀëUÀ½UÉ vÀAiÀiÁj¹zÀÄÝ, F CAzÁdÄ ¥ÀwæPÉUÉ ªÀÄAdÆgÁw ¤ÃqÀ®Ä «£ÀAw¸À¯ÁVzÉ.

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¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ

G¥À-«¨sÁUÀ, SÁ£Á¥ÀÆgÀ

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀ¸À¨Á £ÀAzÀUÀqÀ ¸ÀUÀgÉ §ÄvÉÛêÁr ©Ãr gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 3.63 ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

RECAPITULATION SHEET

1 Annual Maintenance for the K.nandgad - sagare Road (MDR) comprising Jungle Clearance, Stripping of Excess Soil, Filling of Deep, Shallow Potholes,CD Trees Electric Poles White washing, KM Stone, Hectomere Stone Painting, Side Shoulders, Pipe CD etc.. Rs 0.00 2332032.81

3 Rounding off Rs 270000.00 #REF!

Grand Total Rs :- 270000.00 2754000.00

Grand Total Rs. = 2.70

Assistant Executive Engineer

PWD Sub Division Khanapur

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Maintenance of Road

Sl No Item of Description Unit bidi p hire m bidar banki yadog 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 145.2 140.4 169.2 100.2 253.2 169.20 393.00 66495.60 808.2

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 4356 3120 5640 3006 4220 5640.00 6.00 33840.00 20342

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 435.6 660 1353.6 501 815 1353.60 39.00 52790.40 3765.2

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 275.52 660.00 1128.00 211.20 652.00 1128.00 97.00 109416.00 2926.72

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 261.71 382.50 85.50 71.44 305.63 85.50 388.00 33174.00 1106.775

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 295.13 127.50 535.50 214.31 442.05 535.50 635.00 340042.50 1614.4875

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 449.82 440.82 674.73 380.88 381.67 674.73 27.00 18217.71 2327.9214

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, No 2.00 4.00 4.00 2.00 4.00 4.00 2047.00 8188.00 16

9 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 7.26 8.00 10.40 5.01 10.55 10.40 206.00 2142.40 41.22

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 120.00 20.00 180.00 40.00 40.00 180.00 365.00 65700.00 400

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 45.00 9.00 189.00 9.00 15.00 189.00 530.00 100170.00 267

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 5.00 1.00 8.00 4.00 4.00 8.00 3591.00 28728.00 22

13 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator m2 1582.50 712.50 0.00 712.50 1668.75 0.00 5.00 0.00 4676.25

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel m3 118.69 106.88 0.00 53.44 125.16 0.00 2164.00 0.00 404.15625

Total= 858904.61 #REF! #REF!

Section Officer

ಖಾನಾಪೂರ ತಾಲೂಕಿನ ರಾಜ್ಯ ಹೆದ್ದಾರಿ 138 ಕ್ಕೆ ಬೀಡಿಯಿಂದ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 3.70 ರಿಂದ 9.44, ಕಿ.ಮೀ 9.77 ರಿಂದ 11.29 ರ ವರೆಗೆ ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು

MEASUREMENT SHEET

Total Length = 7.59 Km

Work in Progress = 0.00 Km

Non Feasible = 0.00 Km ಖಾನಾಪೂರ ತಾಲೂಕಿನ ರಾಹೆ.138 ರಿಂದ ಹಿರೇಮುನವಳ್ಳಿ ಮೂಲಕ ಇಟಗಿ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 1.00 , ಕಿ.ಮೀ 1.33 ರಿಂದ 8.00 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Maint Length = 7.26 Km ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.00 ರಿಂದ 2.00, 4.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಎಸ್ ಹೆಚ್-31 ರಿಂದ ಯಡೋಗಾ-ಚಾಪಗಾಂವ-ಹಡಲಗಾ-ಖೈರವಾಡ-ಝಂಜವಾಡ ರಸ್ತೆ (ಜಿ.ಮುರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 3.64 , 3.7 ರಿಂದ 4.72 ,ಕಿ.ಮೀ 5.00 ರಿಂದ 7.00,ಕಿ.ಮೀ 8.93 ರಿಂದ 12.82 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು

SI. No. 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. No L B D 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.

60% for pre monsoon m2 8712.00

40% for post monsoon m2 5808.00

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.

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,

For Rain Cuts Restoration

(In Selected Reaches) m3 0.000 #REF! #REF!

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

From Km 3.70 to 9.44 (At selected Reaches) 2 5740.00 1.20 2% 275.52

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.

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. 1.69

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 5740.00 5% 0.00

m 0.00 #REF! #REF!

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,

CDs of 4.50 length head walls Head walls outer and inner faces 12x2x2 4.50 0.60 129.60

Head walls end faces 12x2x2 0.45 0.60 12.96

Head walls Top faces 12x2x2 4.50 0.45 97.20

Painting on Tree's Avg. dia of Girth varying Upto 900mm 80 2.83 0.90 203.76 5000

Guard stones 9 4 0.20 0.70 5.04

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,

Repairs & vent clearance to CDs 2 2

9 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

Printing to KM/HM stones/boards From Km 3.70 to 11.29 7.26 7.26

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. From Km 3.70 to 9.44

From Km 3.70 to 9.44

at Selected Reach No 120.00 365.00 43800.00

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..

at Selected Reach each 45.00 530.00 23850.00

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

at Selected Reach each 5.00 3591.00 17955.00

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

at Selected Reach m2 1582.50 5.00 7912.50

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel

at Selected Reach m3 118.69 2164.00 256839.75

#REF! #REF! #REF!

TOTAL #REF! #REF!

Section Officer

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi 0.00

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. DLP NFL

MEASUREMENT SHEET 3.1 3.29 0.19 3.29 3.48 0.19

Work in Progress = 0.00 Km 0.660

Non Feasible = 1.60 Km

Maint Length = 8.00 Km

SI. No. 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. No L B D 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.

(Twice in a year) 7800.00 Total = m2 18720.00 7.43

40% for pre monsoon m2 7488.00

35% for post monsoon m2 6552.00

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.

Maintenance of Drains

From Km 4.97 to 5.82 2 40% for pre monsoon 1.00 30% 0.00

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,

From Km 4.97 to 5.82 2 40% for pre monsoon 1.00 5% #VALUE!

For Rain Cuts Restoration

m3 0.00 #REF! #REF!

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

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.

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.

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 1800.00 5% 0.00

m 0.00 #REF! #REF!

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,

CDs of 4.50 length head walls Head walls outer and inner faces 9x2x2 4.50 0.60 97.20

Head walls end faces 9x2x2 0.45 0.60 9.72

Head walls Top faces 9x2x2 4.50 0.45 72.90

Painting on Tree's Avg. dia of Girth varying Upto 900mm 100 2.83 0.90 254.70 5000

Guard stones 9 4 0.20 0.70 5.04

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,

Repairs & vent clearance to CDs 4 4

9 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

Printing to KM/HM stones/boards 8 8.00

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.

at Selected Reach 20 No 20.00 83.33333333

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..

at Selected Reach each 9.00 530.00 4770.00 795000

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

at Selected Reach each 1.00 3591.00 3591.00

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

at Selected Reach m2 712.50 5.00 3562.50

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel

at Selected Reach m3 106.88 2164.00 231277.50

TOTAL #REF! 792500 #REF!

Section Officer #REF!

1 Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilledऺ) 280182.4285 24582.93523

Mandays for 12 months (Assuming 30 km per man)

Section Officer

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi

PWD Sub Division Khanapur

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಭೀದರಭಾವಿ ಲೋಕೋಳಿ ಕಮಸಿನಕೊಪ್ಪ ರಸ್ತೆ ಕಿ.ಮೀ. 0.60 ರಿಂದ 2.00, ಕಿ.ಮೀ.5.00 ರಿಂದ 13.00 ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. DLP NFL

MEASUREMENT SHEET 3.1 3.29 0.19 3.29 3.48 0.19

Work in Progress = 0.00 Km 0.660

Non Feasible = 0.00 Km

Maint Length = 9.40 Km

SI. No. Item Discription No L B D 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.

(Twice in a year) 9400.00 Total = m2 22560.00 7.43

45% for pre monsoon m2 10152.00

30% for post monsoon m2 6768.00

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.

Maintenance of Drains

From Km 4.97 to 5.82 2 45% for pre monsoon 1.00 30% 0.00

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,

From Km 4.97 to 5.82 2 45% for pre monsoon 1.00 5% #VALUE!

For Rain Cuts Restoration

m3 0.00 #REF! #REF!

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

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.

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.

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 1400.00 5% 0.00

m 0.00 #REF! #REF!

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,

CDs of 4.50 length head walls Head walls outer and inner faces 15x2x2 4.50 0.60 162.00

Head walls end faces 8x2x2 0.45 0.60 8.64

Head walls Top faces 8x2x2 4.50 0.45 64.80

Painting on Tree's Avg. dia of Girth varying Upto 900mm 170 2.83 0.90 432.99 5000

Guard stones 9 4 0.20 0.70 5.04

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,

Repairs & vent clearance to CDs 4 4

9 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

Printing to KM/HM stones/boards 10.4 10.40

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.

at Selected Reach 180 No 180.00 70

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..

at Selected Reach each 189.00 530.00 100170.00

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

at Selected Reach each 8.00 3591.00 28728.00 #REF!

Section Officer

1 Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilledऺ) 280182.4285 24582.93523

Mandays for 12 months (Assuming 30 km per man)

Section Officer

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi

PWD Sub Division Khanapur

ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಬಸರಿಕಟ್ಟಿ-ಹಡಲಗಾ-ಬೇಕವಾಡ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 5.01 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. DLP NFL

MEASUREMENT SHEET 3.1 3.29 0.19 3.29 3.48 0.19

Work in Progress = 0.00 Km 0.660

Non Feasible = 1.20 Km

Maint Length = 5.01 Km

SI. No. 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. No L B D 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.

(Twice in a year) 7350.00 Total = m2 10020.00 7.43

60% for pre monsoon m2 6012.00

40% for post monsoon m2 4008.00

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.

Maintenance of Drains

From Km 4.97 to 5.82 2 60% for pre monsoon 1.00 30% #VALUE!

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,

From Km 4.97 to 5.82 2 60% for pre monsoon 1.00 5% #VALUE!

For Rain Cuts Restoration

m3 0.00 #REF! #REF!

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

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.

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.

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 5010.00 5% 0.00

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,

CDs of 4.50 length head walls Head walls outer and inner faces 6x2x2 4.50 0.60 64.80

Head walls end faces 6x2x2 0.45 0.60 6.48

Head walls Top faces 6x2x2 4.50 0.45 48.60

Painting on Tree's Avg. dia of Girth varying Upto 900mm 100 2.83 0.90 254.70 5000

Guard stones 9 4 0.20 0.70 5.04

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,

Repairs & vent clearance to CDs 2 2

9 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

Printing to KM/HM stones/boards 5.01 5.01

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.

at Selected Reach 40 No 40.00 83.33333333

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..

at Selected Reach each 9.00 530.00 4770.00

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

at Selected Reach each 4.00 3591.00 14364.00

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

at Selected Reach m2 712.50 5.00 3562.50

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel

at Selected Reach m3 53.44 2164.00 115638.75

Section Officer

1 Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilledऺ) 280182.4285 24582.93523

Mandays for 12 months (Assuming 30 km per man)

Section Officer

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi

PWD Sub Division Khanapur

ಖಾನಾಪೂರ ತಾಲೂಕಿನ ಎಸ್ ಹೆಚ್-31 ರಿಂದ ಯಡೋಗಾ-ಚಾಪಗಾಂವ-ಹಡಲಗಾ-ಖೈರವಾಡ-ಝಂಜವಾಡ ರಸ್ತೆ (ಜಿ.ಮುರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 3.64 , 3.7 ರಿಂದ 4.72 ,ಕಿ.ಮೀ 5.00 ರಿಂದ 7.00,ಕಿ.ಮೀ 8.93 ರಿಂದ 12.82 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು

MEASUREMENT SHEET

Total Length = 12.82 Km NFL 8.4 8.7 0.3

Work in Progress = 0.00 Km 0.9

Non Feasible = 1.90 Km

Maint Length = 10.55 Km

SI. No. 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. No L B D 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.

60% for pre monsoon m2 15192.00

40% for post monsoon m2 10128.00

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.

#REF! 0 #REF! 1.00 3% #REF!

#REF! 0 #REF! 1.00 3% #REF!

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,

For Rain Cuts Restoration

(In Selected Reaches) m3 0.000 #REF! #REF!

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

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.

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.

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 #REF! 5% #REF!

m #REF! #REF! #REF!

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,

For CD's Head Walls 4.00 m

Top Surface 1 12 4.00 0.45 21.60

For CD's Head Walls 6.00m

Top Surface 1 6 6.00 0.45 16.20

ElectricalPoles 1 20 0.90 0.90 16.20

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,

Repairs & vent clearance to CDs 4 4

9 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

Painting to KM/HM stones/boards 10.55 10.55

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.

at Selected Reach 40 No 40.00 83.33333333

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..

at Selected Reach Sqm 15.00 530.00 7950.00

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

From Km 1.5 to 3.64 4 4.00

at Selected Reach each 4.00 3591.00 14364.00

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

at Selected Reach m2 1668.75 5.00 8343.75

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel

at Selected Reach m3 125.16 2164.00 270838.13

12 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (Vol-1, P.No. 8 / I.No. 1.14)

No Length (m) Width (m) Depth (m)

at Selected Reach m3 4.88 120.36 586.76

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

No Length (m) Width (m) Depth (m)

at Selected Reach m3 0.65 7067.02 4593.56

12 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 (P.No.146, I.No. 16.15(B), Vol.-3 )

at Selected Reach m 5.00 9390.44 46952.20

Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilledऺ)

Mandays for 12 months (Assuming 30 km per man)

Total Amount 760439.47

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi 0.00

S No Description of work SR Vol Page No Item No Basic Rate Area Wtage 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 0.00 393.00 100 m2 Item2.5 aVol-IIIP.No9

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 6.00 m 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, Vol-III 91 10.3 39.00 0.00 39.00 m2 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 97.00 0.00 97.00 m2 Item10.2Vol-IIIP.No91

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) 388.00 0.00 388.00 m2 Item10.15 (i)Vol-IIIP.No93

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. Vol-III 93 10.15 (ii) 635.00 0.00 635.00 m2 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 27.00 0.00 27.00 m2 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) 2047.00 0.00 2047.00 No Item16.20 (i)Vol-IIIP.No147

9 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 0.00 206.00 Km 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 8.43 365.00 0.00 365.00 No 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 8.15 530.00 0.00 530.00 Sqm 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 3591.00 0.00 3591.00 each 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 5861.00 0.00 5861.00 No 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 5 0.00 5.00 mt 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 64 0.00 64.00 mt 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 3586 0.00 3586.00 No

18 Cost of material for supplying of Ecofix _ _ _ 14.1 0.00 14.10 kg

Rate for laying of Ecofix _ _ _ 83863.15 0.00 83863.15 kg

19 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. Vol-III 41 5.26(ii) 83877.25 0.00 83877.25 m3

13 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Vol-III 17 3.4(ii) 5.00 0.00 5.00 m2 Item3.4(ii)Vol-IIIP.No17

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compactingto the required density.Mechanical means,Grading-I (63 mm to 45 mm),Using Screening Crushable type such as Moorum or Gravel Vol-III 26 4.14(i)a 2164.00 0.00 2164.00 m3

FULL DETAILS BAR CHART-(MDR Road RIS ID:-KNP38)

Name of the Road :) Bidarbhavi-Lokoli-Kamsinkoppa road km 0.00 to 13.00 ( Net Length = 13.00 Km.)

Road Category: MDR Sub Division : Khanapur Division : __Belagavi Circle :Belagavi

Taluka Border Bidarabhavi Village CD Minor Bridge CD Topinkatti Village CD CD SH 31 CD Lokoli Village CD Lakebail Village CD CD CD Minor Bridge CD CD Kamshinkoppa Village

Road Details (CD Details)

Last Five Year road Improved Details

Carriage Way Grade 1 Grade 2 SDBC 25mm Appendix E work 2024-25.indent no; 162325 GSB 100mm ,WMM 225mm,DBM 50mm, BC 30mm CMIDP GSB 100mm ,WMM 225mm,DBM 50mm, BC 30mm

Proposed Year Details

DLP Annual Maintenance for 2026-27 DLP Work Under progress Annual Maintenance for 2026-27

Legends Desciption Silent Features 3).Proposed works under Annual Works 2026-27 2).Maintenance for 2026-27 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)

Annual maintainance 2026-27 more than 5 years Single Lane 0.00 to 13.00 13.00 APPENDIX-E 0.00 0.00 Ren 0.00 3054 0.60 2.00 Maint 1.40 Name 1 1.70 2.00 0.30

Intermediate lane 0.00 0.00 RC 0.00 5.00 13.00 Maint 8.00 Name 2 3.50 4.00 0.50

Work Under progress Two lane - 0.00 0.00 CC Road 0.00 Maint 0.00 Name 3 9.00 9.30 0.30

Works Eligible for Renewal Name 4 9.90 10.40 0.50

Major Bridges Two lane + PS Total Length (in Km) 0.00 Total Length (in Km) 9.40 Total Length (in Km) 1.60

Minor Bridges Four lane - 4). On going works 1). Completed Works and under DLP

CD Major Bridges 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) Other Department Works

Village/ City Name Minor Bridges 2.35 and 11.35 km CMIDP 0.00 0.00 Wd 0.00 0.00 0.00 RC 0.00 Under From To L (in Km)

Railway Crossing Railway Crossing - 4.00 5.00 RC 1.00 0.00 0.00 ST 0.00 KRDCL 0.00

Annual Maintenance for 2026-27 (less than 5 years) Overlap Length - 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00 KSHIP 0.00

Non Feasible Total Length excluding overlap 13.00 Total Length (in Km) 1.00 0.00 0.00 Wd 0.00 SHDP 0.00

Total Length including overlap 13.00 5). Eligible for Renewal Total Length (in Km) 0.00 Total Length (in Km) 0.00

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

APPENDIX-E Renewal 5.00 13.00 Ren 8.00 No. Details Length 2026-27 Maintenance Abstract

1 1). Completed Works and under DLP 2.60 Description Length in Km

2 2).Maintenance for 2026-27 9.40 Last 5 Years Developed Length (2024-25 Maintenance) 0.00

3 3).Proposed works under Annual Works 2026-27 0.00 More than 5 years Developed length (24-25 Maint) 9.40

4 4). On going works 1.00 Non feasible 0.00

5 5). Eligible for Renewal 8.00 Total Length of the Road 13.00

6 6) Non feasible length 0.00 Maintenance for 2026-27 9.40

Assistant Executive Engineer Public Works Department Sub Division Khanapur Executive Engineer, P.W. D, Division, Belagavi Total Length (in Km) 13.00

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : SÁ£Á¥ÀÆgÀ vÁ®ÆQ£À PÀPÉÌÃj - ¨ÉÊ®ÆgÀ gÀ¸ÉÛ Q.«ÄÃ. 0.00 jAzÀ 7.95 gÀ ªÀgÉUÉ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (Q.«Äà 16.57 jAzÀ 19.56 gÀªÀgÉUÉ ºÉÆgÀvÀÄ¥Àr¹)

MEASUREMENT SHEET

Total Length = 7.95 Km

Work in Progress = 0.00 Km

Non Feasible = 0.00 Km

Maint Length = 7.95 Km

SI. No. Item of Work No L B D 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 By Mechanical Means using Motor Grader- In area of light jungle (P No-9 / 2.5a (iii) A,Vol 3) 2050 0.35

CH Km 0.00 to 0.40 ,in selected reaches 2 400.00 0.90 m2 720.00

CH Km 0.40 to 2.45,in selected reaches 2 2050.00 0.90 m2 3690.00

CH Km 2.45 to 2.80,in selected reaches 2 350.00 0.90 m2 630.00 2.97 10.4 7.43

CH Km2.80 to 5.30,in selected reaches 2 2500.00 0.90 m2 4500.00

CH Km5.30 to 7.02,in selected reaches 2 1720.00 0.90 m2 3096.00

CH Km7.02 to 7.57,in selected reaches 2 550.00 0.90 m2 990.00

CH Km7.57 to 7.81,in selected reaches 2 240.00 0.90 m2 432.00

CH Km7.81 to 7.95,in selected reaches 2 140.00 0.90 m2 252.00

Deduct 50% for voids m2 7155.00

2 Maintenance of Earth Shoulder (stripping excess soil) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. (P.No.91, I.No. 10.3, Vol.-3 )

CH Km 0.00 to 0.40 ,in selected reaches 1 400.00 1.20 2% 9.60

CH Km 0.40 to 2.45,in selected reaches 1 2050.00 1.20 2% 49.20

CH Km2.80 to 5.30,in selected reaches 1 2500.00 1.20 2% 60.00

CH Km5.30 to 7.02,in selected reaches 1 1720.00 1.20 2% 41.28

3 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. (P.No.147, I.No. 16.19, Vol.-3 )

CH Km 0.00 to 0.40 ,in selected reaches 2 400.00 20% 160.00

CH Km 0.40 to 2.45,in selected reaches 2 2050.00 10% 410.00

CH Km 2.45 to 2.80,in selected reaches 2 350.00 20% 140.00

CH Km2.80 to 5.30,in selected reaches 2 2500.00 20% 1000.00

CH Km5.30 to 7.02,in selected reaches 2 1720.00 20% 688.00

CH Km7.02 to 7.57,in selected reaches 2 550.00 20% 220.00

CH Km7.57 to 7.81,in selected reaches 2 240.00 20% 96.00

CH Km7.81 to 7.95,in selected reaches 2 140.00 20% 56.00

4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No.15, I.No. 3.6, Vol.-3 )

CH Km5.30 to 7.02,in selected reaches 2 50.00 0.8 0.15 12.00

CH Km7.81 to 7.95,in selected reaches 2 140.00 0.8 0.15 33.60

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.(P.No.93, I.No. 10.15(i), Vol.-3 )

CH Km 0.00 to 0.40 ,in selected reaches 400.00 3.75 1.00% 15.00

CH Km 0.40 to 2.45,in selected reaches 2050.00 3.75 0.80% 61.50

CH Km 2.45 to 2.80,in selected reaches 350.00 3.75 1.50% 19.69

CH Km2.80 to 5.30,in selected reaches 2500.00 3.75 1.00% 93.75

CH Km5.30 to 7.02,in selected reaches 1720.00 3.75 1.00% 64.50

CH Km7.02 to 7.57,in selected reaches 550.00 3.75 1.00% 20.63

CH Km7.57 to 7.81,in selected reaches 240.00 3.75 1.50% 13.50

CH Km7.81 to 7.95,in selected reaches 140.00 3.75 1.00% 5.25

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I 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.(P.No.93, I.No. 10.15(i), Vol.-3 )

CH Km 0.00 to 0.40 ,in selected reaches 400.00 3.75 0.50% 7.50

CH Km 0.40 to 2.45,in selected reaches 2050.00 3.75 1.00% 76.88

CH Km 2.45 to 2.80,in selected reaches 350.00 3.75 0.50% 6.56

CH Km2.80 to 5.30,in selected reaches 2500.00 3.75 1.00% 93.75

CH Km5.30 to 7.02,in selected reaches 1720.00 3.75 1.00% 64.50

CH Km7.02 to 7.57,in selected reaches 550.00 3.75 0.50% 10.31

CH Km7.57 to 7.81,in selected reaches 240.00 3.75 0.50% 4.50

CH Km7.81 to 7.95,in selected reaches 140.00 3.75 1.00% 5.25

6 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 400.00 5% 0.00

m 0.00 #REF! #REF!

7 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 (P No-148 / 16.26,Vol 3)

CDs of 4.50 length head walls Head walls outer and inner faces 2x2x2 4.50 0.60 21.60

Head walls end faces 2x2x2 0.45 0.60 2.16

Head walls Top faces 2x2x2 4.50 0.45 16.20

Painting on Tree's Avg. dia of Girth varying Upto 900mm 50 2.83 0.90 127.35 5000

Guard stones 8 4 0.20 0.70 4.48

8 Maintenance of km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint (P.No.148, I.No. 16.24(i), Vol.-3 )

Painting to KM/HM stones/boards 7.95 7.95

9 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing Letters and Figures of any shade with synthetic enamel paint(P.No.148, I.No. 16.24(ii), Vol.-3 )

Printing to KM/HM stones/boards 7.95 7.95

Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilledऺ) 280182.4285 62639.20997

Mandays for 12 months (Assuming 30 km per man)

Section Officer

Assistant Executive Engineer, PWD Sub-Division Khanapur Executive Engineer PWD Division Belagavi

PWD Sub Division Khanapur

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MEASUREMENT SHEET

Total Length = 3.63 Km

Work in Progress = 0.00 Km

Non Feasible = 0.00 Km

Maint Length = 3.63 Km

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, (Rate Including 18% GST). 19486.000

Once or Twice in a year as per site requirement 4 1000.00 1.50 30.0% 1800.00

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. (Rate Including 18% GST).

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).

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,(Rate Including 18% GST).

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Rate Including 18% GST).

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. (Rate Including 18% GST).

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I 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. (Rate Including 18% GST).

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, (Rate Including 18% GST).

White washing to CDs-02 Nos per km

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,(Rate Including 18% GST).

Repairs & vent clearance to CDs

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(Including 18% GST).

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.(Including 18% GST).

(As per requirement) No 10 1.00 10.00

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..(Including 18% GST).

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

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 (Including 18% GST).

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 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

16 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

17 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

18 Cost of material for supplying of Ecofix

Rate for laying of Ecofix

19 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.