Construction of a bridge at KM 2.45, KM 2.85 and KM 4.80 in Shettihalli Ichchalkaranji SH-78 in Hukkeri Taluk in Belagavi District under HOA 5054-80-190-0-01-132 for the FY 2026-27

Information on litigation in which the Tenderer is involved:

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

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

No. Capacity Number/Capacity Age/ Condition

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Information on works which are yet to be completed.

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

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2018-19 Remarks (Indicate contract reference)

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

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

Progress * : 2018-19

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

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2019-20

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

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2020-21

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

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021-22

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

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022-23

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

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

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

Billed upto date during 2023-24

Attach Chartered Accountant's Yearwise Statements.

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ¨É¼ÀUÁ« f¯Éè aPÉÆÌÃr vÁ®ÆQ£À §¼ÉÆèÁ PÁæ¸ï¢AzÀ ªÀÄÄzsÉÆüÀ ¤¥Áàt gÀ¸ÉÛ ªÀgÉUÉ ªÁíAiÀiÁ gÁªÀÄ¥ÀÆgÀ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Sl no Items Qty Rate Amount

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 2057.75 31.50 64819.13 4115.50 2057.75 31.50 64819.13 50% 129638.25

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 (P No-158 / 21.6 sqm 4137.50 30.40 125780.00 8275.00 4137.50 30.40 125780.00 50% 251560

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 4137.50 10.67 44147.13 8275.00 4137.50 10.67 44147.13 50% 88294.25

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 103.44 7867.49 813793.50 206.88 103.44 7867.49 813793.50 50% 1627586.994

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 215.31 445.20 95857.13 430.63 215.31 445.20 95857.13 50% 191714.25

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 2057.75 31.50 64819.13 4115.50 2057.75 31.50 64819.13 50%

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 (P No-158 / 21.6 sqm 4137.50 30.40 125780.00 8275.00 4137.50 2571.45 10639374.38 50%

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 2482.50 10.67 26488.28 8275.00 2482.50 30.40 75468.00 30%

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 62.06 7867.49 488276.10 206.88 62.06 7867.49 488276.10 30%

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 129.19 445.20 57514.28 430.63 129.19 445.20 57514.28 30%

Construction of Road

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 1655.00 10.67 17658.85 8275.00 1655.00 10.67 17658.85 20%

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 41.38 7867.49 325517.40 206.88 41.38 7867.49 325517.40 20%

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 86.13 445.20 38342.85 430.63 86.13 445.20 38342.85 20%

11 KSRRB M800-13. Road marking with Hot Applie Thermoplastic Compound with Reflecting Glass Beads on Bitumimous Surface :- Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. (P No-179 / 24.15) MORTH specification No. 803 sqm 375.00 537.60 201600.00 0.00 537.60 0.00 100% 201600.00

15 KSRRB M800-2. Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 800.1.3, fixed over Aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 (P No-177 / 24.2.4.1) 80cm x 60cm rectangular - Type-IV sqm 2.00 3867.15 7734.30 0.00 3867.15 0.00 100% 7734.30

16 KSRRB M800 Road markers / Road stud KSRRB M800-35. Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 part 4:1973 complete as per specifications (P No-184 / 24.41) no 80.00 352.80 28224.00 0.00 352.80 0.00 100% 28224.00

2025-26ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃಧ್ದಿ ನಿಗಮ ನಿಯಮಿತ-ಬಂಡವಾಳ ವೆಚ್ಚ ಅಡಿಯಲ್ಲಿ ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ಶೆಟ್ಟಿಹಳ್ಳಿ ಇಚ್ಚಲಕರಂಜಿ ರಾಹೆ-78 ರ ಕಿಮೀ 2.45, 2.85 ಹಾಗೂ 4.80 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ.

Sl no Items Unit Qty Rate Amount Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

BOX CULVERT @ 2.45

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above m3 57.00 1163.40 66313.80 57.00 0.00 0.00 57.00 1163.40 66313.80 0.00 0.00 66313.80 19559.61

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means m3 55.20 189.00 10432.80 55.20 0.00 0.00 55.20 189.00 10432.80 0.00 0.00 10432.80 22050

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Rmt 30.00 1442.70 43281.00 30.00 0.00 0.00 30.00 1442.70 43281.00 0.00 0.00 43281.00 3016605.375

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m m3 782.97 214.20 167711.53 782.97 0.00 0.00 782.97 214.20 167711.53 0.00 0.00 167711.53 5055950.34

5 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. m3 212.87 2007.60 427353.80 212.87 0.00 0.00 212.87 2007.60 427353.80 0.00 0.00 427353.80 5204299.72

6 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 Using 40 mm nominal size graded crushed coarse aggregates m3 49.28 6213.90 306189.92 49.28 0.00 0.00 49.28 6213.90 306189.92 0.00 0.00 306189.92 322875

7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m3 18.90 7247.23 136972.66 18.90 0.00 0.00 18.90 7247.23 136972.66 0.00 0.00 136972.66 110250

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring m3 9.46 2796.15 26451.58 9.46 0.00 0.00 9.46 2796.15 26451.58 0.00 0.00 26451.58 44887.5

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges kg 6.65 91670.25 609681.30 6.65 0.00 0.00 6.65 91670.25 609681.30 0.00 0.00 609681.30 4449324.94

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges kg 5.58 91908.60 513099.28 5.58 0.00 0.00 5.58 91908.60 513099.28 0.00 0.00 513099.28 2948018.976

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges kg 1.75 92145.90 161508.21 1.75 0.00 0.00 1.75 92145.90 161508.21 0.00 0.00 161508.21 22004.136

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete) m3 50.85 8440.36 429192.10 50.85 0.00 0.00 50.85 8440.36 429192.10 0.00 0.00 429192.10 39715.2

13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete) m3 20.24 9127.57 184741.95 20.24 0.00 0.00 20.24 9127.57 184741.95 0.00 0.00 184741.95 9220.05

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Earth retaining structures - 10%) m3 116.40 7966.59 927310.51 0.00 116.40 0.00 116.40 7966.59 0.00 927310.51 0.00 927310.51 278712

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 m3 17.82 6474.30 115372.03 0.00 0.00 17.82 17.82 6474.30 0.00 0.00 115372.03 115372.03 278712

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material m3 262.60 1226.40 322052.64 0.00 0.00 262.60 262.60 1226.40 0.00 0.00 322052.64 322052.64 278712

17 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification m3 107.40 2810.85 301885.29 0.00 0.00 107.40 107.40 2810.85 0.00 0.00 301885.29 301885.29 907075.386

18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 10.50 7063.35 74165.18 0.00 0.00 10.50 10.50 7063.35 0.00 0.00 74165.18 74165.18

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) m3 21.00 11761.05 246982.05 0.00 0.00 21.00 21.00 11761.05 0.00 0.00 246982.05 246982.05

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) m3 9.19 13741.35 126283.01 0.00 0.00 9.19 9.19 13741.35 0.00 0.00 126283.01 126283.01

21 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. m2 51.60 88.20 4551.12 0.00 0.00 51.60 51.60 88.20 0.00 0.00 4551.12 4551.12

22 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 26.00 2232.30 58039.80 0.00 0.00 26.00 26.00 2232.30 0.00 0.00 58039.80 58039.80

23 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder m3 13.20 2007.60 26500.32 0.00 0.00 13.20 13.20 2007.60 0.00 0.00 26500.32 26500.32

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 112.00 144.90 16228.80 0.00 0.00 112.00 112.00 144.90 0.00 0.00 16228.80 16228.80

25 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Nos 200.00 769.65 153930.00 0.00 0.00 200.00 200.00 769.65 0.00 0.00 153930.00 153930.00

26 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Nos 4.00 2122.05 8488.20 0.00 0.00 4.00 4.00 2122.05 0.00 0.00 8488.20 8488.20 0

27 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (II)90 cm equilateral triangle Nos 2.00 4971.75 9943.50 0.00 0.00 2.00 2.00 4971.75 0.00 0.00 9943.50 9943.50

28 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 8.00 3434.55 27476.40 0.00 0.00 8.00 8.00 3434.55 0.00 0.00 27476.40 27476.40

BOX CULVERT @ 2.85 1752431.436

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above m3 290.10 1163.40 337502.34 290.10 0.00 0.00 290.10 1163.40 337502.34 0.00 0.00 337502.34 19559.61

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means m3 125.40 189.00 23700.60 125.40 0.00 0.00 125.40 189.00 23700.60 0.00 0.00 23700.60 22050

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Rmt 60.00 1442.70 86562.00 60.00 0.00 0.00 60.00 1442.70 86562.00 0.00 0.00 86562.00 3016605.375

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m m3 1083.59 214.20 232105.83 1083.59 0.00 0.00 1083.59 214.20 232105.83 0.00 0.00 232105.83 5055950.34

5 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. m3 249.06 2007.60 500006.83 249.06 0.00 0.00 249.06 2007.60 500006.83 0.00 0.00 500006.83 5204299.72

6 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 Using 40 mm nominal size graded crushed coarse aggregates m3 82.13 6213.90 510347.61 82.13 0.00 0.00 82.13 6213.90 510347.61 0.00 0.00 510347.61 322875

7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m3 30.78 7247.23 223069.76 30.78 0.00 0.00 30.78 7247.23 223069.76 0.00 0.00 223069.76 110250

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring m3 15.39 2796.15 43032.75 15.39 0.00 0.00 15.39 2796.15 43032.75 0.00 0.00 43032.75 44887.5

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges kg 12.73 91670.25 1166962.28 12.73 0.00 0.00 12.73 91670.25 1166962.28 0.00 0.00 1166962.28 4449324.94

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges kg 12.36 91908.60 1135990.30 0.00 12.36 0.00 12.36 91908.60 0.00 1135990.30 0.00 1135990.30 2948018.976

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges kg 6.48 92145.90 597105.43 0.00 6.48 0.00 6.48 92145.90 0.00 597105.43 0.00 597105.43 22004.136

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete) m3 174.27 8440.36 1470900.84 0.00 174.27 0.00 174.27 8440.36 0.00 1470900.84 0.00 1470900.84 39715.2

13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete) m3 68.65 9127.57 626607.45 0.00 68.65 0.00 68.65 9127.57 0.00 626607.45 0.00 626607.45 9220.05

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Earth retaining structures - 10%) m3 158.00 7966.59 1258720.45 0.00 158.00 0.00 158.00 7966.59 0.00 1258720.45 0.00 1258720.45 278712

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 m3 25.63 6474.30 165936.31 0.00 25.63 0.00 25.63 6474.30 0.00 165936.31 0.00 165936.31 278712

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material m3 685.92 1226.40 841212.29 0.00 685.92 0.00 685.92 1226.40 0.00 841212.29 0.00 841212.29 278712

17 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification m3 142.08 2810.85 399365.57 0.00 0.00 142.08 142.08 2810.85 0.00 0.00 399365.57 399365.57 907075.386

18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 12.60 7063.35 88998.21 0.00 0.00 12.60 12.60 7063.35 0.00 0.00 88998.21 88998.21

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) m3 25.20 11761.05 296378.46 0.00 0.00 25.20 25.20 11761.05 0.00 0.00 296378.46 296378.46

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) m3 17.68 13741.35 242947.07 0.00 0.00 17.68 17.68 13741.35 0.00 0.00 242947.07 242947.07

21 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. m2 82.00 88.20 7232.40 0.00 0.00 82.00 82.00 88.20 0.00 0.00 7232.40 7232.40

22 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 41.00 2232.30 91524.30 0.00 0.00 41.00 41.00 2232.30 0.00 0.00 91524.30 91524.30

23 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder m3 13.20 2007.60 26500.32 0.00 0.00 13.20 13.20 2007.60 0.00 0.00 26500.32 26500.32

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 224.40 144.90 32515.56 0.00 0.00 224.40 224.40 144.90 0.00 0.00 32515.56 32515.56

25 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Nos 200.00 769.65 153930.00 0.00 0.00 200.00 200.00 769.65 0.00 0.00 153930.00 153930.00

26 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Nos 4.00 2122.05 8488.20 0.00 0.00 4.00 4.00 2122.05 0.00 0.00 8488.20 8488.20 0

27 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (II)90 cm equilateral triangle Nos 2.00 4971.75 9943.50 0.00 0.00 2.00 2.00 4971.75 0.00 0.00 9943.50 9943.50

28 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 12.00 3434.55 41214.60 0.00 0.00 12.00 12.00 3434.55 0.00 0.00 41214.60 41214.60

BOX CULVERT @ 4.80 1464499.386

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above m3 50.40 1163.40 58635.36 50.40 0.00 0.00 50.40 1163.40 58635.36 0.00 0.00 58635.36 19559.61

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means m3 195.20 189.00 36892.80 195.20 0.00 0.00 195.20 189.00 36892.80 0.00 0.00 36892.80 22050

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Rmt 45.00 1442.70 64921.50 45.00 0.00 0.00 45.00 1442.70 64921.50 0.00 0.00 64921.50 3016605.375

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m m3 894.88 214.20 191683.72 894.88 0.00 0.00 894.88 214.20 191683.72 0.00 0.00 191683.72 5055950.34

5 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. m3 270.78 2007.60 543623.95 270.78 0.00 0.00 270.78 2007.60 543623.95 0.00 0.00 543623.95 5204299.72

6 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 Using 40 mm nominal size graded crushed coarse aggregates m3 86.63 6213.90 538310.16 86.63 0.00 0.00 86.63 6213.90 538310.16 0.00 0.00 538310.16 322875

7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m3 23.54 7247.23 170599.81 23.54 0.00 0.00 23.54 7247.23 170599.81 0.00 0.00 170599.81 110250

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring m3 11.77 2796.15 32910.69 11.77 0.00 0.00 11.77 2796.15 32910.69 0.00 0.00 32910.69 44887.5

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges kg 13.97 91670.25 1280633.39 13.97 0.00 0.00 13.97 91670.25 1280633.39 0.00 0.00 1280633.39 4449324.94

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges kg 15.09 91908.60 1386900.77 15.09 0.00 0.00 15.09 91908.60 1386900.77 0.00 0.00 1386900.77 2948018.976

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges kg 5.00 92145.90 460729.50 0.00 5.00 0.00 5.00 92145.90 0.00 460729.50 0.00 460729.50 22004.136

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete) m3 144.09 8440.36 1216170.90 0.00 144.09 0.00 144.09 8440.36 0.00 1216170.90 0.00 1216170.90 39715.2

13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete) m3 58.73 9127.57 536061.99 0.00 58.73 0.00 58.73 9127.57 0.00 536061.99 0.00 536061.99 9220.05

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Earth retaining structures - 10%) m3 246.00 7966.59 1959779.93 0.00 246.00 0.00 246.00 7966.59 0.00 1959779.93 0.00 1959779.93 278712

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 m3 17.67 6474.30 114400.88 0.00 17.67 0.00 17.67 6474.30 0.00 114400.88 0.00 114400.88 278712

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material m3 320.10 1226.40 392570.64 0.00 320.10 0.00 320.10 1226.40 0.00 392570.64 0.00 392570.64 278712

17 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification m3 257.40 2810.85 723512.79 0.00 257.40 0.00 257.40 2810.85 0.00 723512.79 0.00 723512.79 907075.386

18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 15.75 7063.35 111247.76 0.00 0.00 15.75 15.75 7063.35 0.00 0.00 111247.76 111247.76

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) m3 31.50 11761.05 370473.08 0.00 0.00 31.50 31.50 11761.05 0.00 0.00 370473.08 370473.08

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) m3 16.48 13741.35 226457.45 0.00 0.00 16.48 16.48 13741.35 0.00 0.00 226457.45 226457.45

21 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. m2 60.60 88.20 5344.92 0.00 0.00 60.60 60.60 88.20 0.00 0.00 5344.92 5344.92

22 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 30.30 2232.30 67638.69 0.00 0.00 30.30 30.30 2232.30 0.00 0.00 67638.69 67638.69

23 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder m3 10.80 2007.60 21682.08 0.00 0.00 10.80 10.80 2007.60 0.00 0.00 21682.08 21682.08

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 330.00 144.90 47817.00 0.00 0.00 330.00 330.00 144.90 0.00 0.00 47817.00 47817.00

25 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Nos 200.00 769.65 153930.00 0.00 0.00 200.00 200.00 769.65 0.00 0.00 153930.00 153930.00

26 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Nos 4.00 2122.05 8488.20 0.00 0.00 4.00 4.00 2122.05 0.00 0.00 8488.20 8488.20 0

27 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (II)90 cm equilateral triangle Nos 2.00 4971.75 9943.50 0.00 0.00 2.00 2.00 4971.75 0.00 0.00 9943.50 9943.50

28 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 8.00 3434.55 27476.40 0.00 0.00 8.00 8.00 3434.55 0.00 0.00 27476.40 27476.40

Approach Road 907075.386

28 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 5100.00 18.90 96390.00 0.00 0.00 5100.00 5100.00 18.90 0.00 0.00 96390.00 96390.00

29 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 127.50 15408.75 1964615.63 0.00 0.00 127.50 127.50 15408.75 0.00 0.00 1964615.63 1964615.63

30 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle Nos 6.00 3740.10 22440.60 0.00 0.00 6.00 6.00 3740.10 0.00 0.00 22440.60 22440.60 67542699.64

31 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. m2 60.00 556.50 33390.00 0.00 0.00 60.00 60.00 556.50 0.00 0.00 33390.00 33390.00

32 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 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 ngineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 102.00 383.25 39091.50 0.00 0.00 102.00 102.00 383.25 0.00 0.00 39091.50 39091.50

33 Metal Beam Crash Barrier (i)Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 660.00 3822.00 2522520.00 0.00 0.00 660.00 660.00 3822.00 0.00 0.00 2522520.00 2522520.00 67542699.64

34 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m m3 58.26 107.10 6239.65 0.00 0.00 58.26 58.26 107.10 0.00 0.00 6239.65 6239.65

35 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 Using 40 mm nominal size graded crushed coarse aggregates m3 5.30 6213.90 32933.67 0.00 0.00 5.30 5.30 6213.90 0.00 0.00 32933.67 32933.67

Add for GST 18% 5687531.80

Add for Tender Premium 5% 1864246.54

DPR and construction drawings for all Services (Bridges) Charges (1%) 315973.99

Plantation and QC Charges 400000.00

Utility and pole Shifting 130000.00

Add for Price Contingency Miscelleanous 4848.76

Estimate Amount 40000000.00

Percentage 33% 39% 28% 100%

ಕೆಲಸದ ಹೆಸರು : 2024-25 ನೇ ಸಾಲಿನ 5054 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ಕಣಗಲಾ ಬೋರ್ಗಲ್‌ ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 12.00 ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ (ಕೇಸ್ತಿ ಗ್ರಾಮದಿಂದ ಬೋರ್ಗಲ್‌ ಗ್ರಾಮದವರೆಗೆ)

Measurement and Abstract of Road maintenance for 3rd, 4th and 5th year

Sl.No. Description of Item Unit Nos L(m) B(m) D(m) Total Rate Amount

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

Per Km Total Qty 3.99 31210 124528

2 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

Per Km Total Qty 3.99 54730 218373

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24

Per Km Total Qty 3.99 69070 275589

Cost of Road Maintenace work 618490

Assistant Executive Engineer, Executive Engineer, Km no. 0.09 to 0.34

PWD Sub-Div, Hukkeri PWD Division, Chikodi Transverse Joint 3 87.5 7 1837.5

Long. Joint 3 1 350 1050

Per Km Total Qty 2887.5 65.92 190344

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 28630.00 1431.50 0.00 28630.00

2 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 47010.00 2350.50 0.00 47010.00

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 58330.00 2916.50 0.00 58330.00

Intermediate Lane

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 31210.00 0.00 0.00 31210.00

2 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 54730.00 0.00 0.00 54730.00

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 69070.00 0.00 0.00 69070.00

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 33420.00 0.00 0.00 33420.00

2 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 61340.00 0.00 0.00 61340.00

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24 As per SE BGM approved rate for 2023-24 Per Km 78280.00 0.00 0.00 78280.00

5 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 1 Per Km #VALUE!

Per Km Total Qty #VALUE! 31210.00 #VALUE!

6 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24

Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 1 Per Km #VALUE!

Per Km Total Qty #VALUE! 54730.00 #VALUE!

Details of Return Wall Type of Soil

Details of Box Cell

No of CD's = No= 1 No of Return wall 4 BC BC

No of Vent = N = 2 Length of Return wall = LR 10.00 m Other

Vent Width = a = 2.5 m Width of Bed A = 2.100 m

Vent Depth = b = 2.0 m B = 1.000 m

Projection = c = 0.50 m C = 3.600 m By Design

Depth of Top Slab = d = 0.30 m Top Thickness of Return wall = t1 0.30 m By Design

Depth of Bottom Slab = e = 0.30 m Bottom Thickness of Return wall = t2 0.50 m By Design

Thickness of Outer wall = f = 0.30 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Inner wall = g = 0.30 m Ht below BL = h1 1.5 m By Design

Length of Box Cell = L = 10.00 m Ht of above BL = h2 2.2 m Shear Key Details

Total Width of Box = B = 6.90 m Total above BL = HR 3.7 m Height 0.50 m

Earth Cushion = Ec = 0.0 m Depth of base of Return wall = DR 0.40 m By Design Width 0.30 m

BED Level 681.207 m PCC Bed thickness = 0.15 m

FRL 684.982 m Main Steel 10 mm 200

Invert Level Centre 682.607 m Dist Steel 8 mm 200 depth of Boulder Filling 0.5

PCC Bed thickness = 0.15 m Approch Slab

Depth of Bed below Natural Ground 0.30 m Approch Slab Length LA = 3.5 m

Depth of Key @ Base Slab = DK = 1.2 m Approch Slab Width WA = 10.0 m

Haunch Depth hd = 0.15 m Approch Slab Depth DA = 0.30 m

Steel Qty in kgs asper MORTH SD Wearing course thickness 0.075 m Apron Floor Flexible Apron

Excavation extra working space = 0.300 m Main Steel 10 mm 200 Length U/s = 3.0 m 10.50 m 0.30 m Length U/s = 1.0 m 0.00 m 0.00 m

depth of filter media behind Box wall 0.600 m Dist Steel 8 mm 200 Length D/s = 3.0 m 10.50 m 0.30 m Length D/s = 2.0 m 0.00 m 0.00 m

depth of Boulder Filling 0.600 m

Curtain Wall Type-I (D/s) Curtain Wall Type - II (U/s) 2 Toe Wall Type-I (D/s) Toe ll Type - II (U/s)

Cut off Wall below BOX Parapet Wall Kerb Length 16.50 m Length 16.50 m 4 Length 0.00 m Length 0.00 m

Height 1.50 m Height 0.90 m Depth 0.25 m Width Depth Width Depth 5 Width Depth Width Depth

Thickness of wall 0.50 m Thickness of wall 0.25 m Width 0.25 m 1 Step 0.40 m 1.50 m 0.40 m 1.20 m 2.5 1 Step 0.30 m 1.20 m 0.30 m 1.00 m

Corbel Avg Depth 0.30 m 3 Step 0.00 m 0.00 m 0.00 m 0.00 m 3.5 3 Step 0.00 m 0.00 m 0.00 m 0.00 m

Corbel Avg Width 0.30 m 4

Shear Key Below BOX 6

Rectangle portion 0.30 m 1.20 m 2.7

Triangle Portion 1.20 m 1.20 m

ಕಾಮಗಾರಿಯ ಹೆಸರು : 2025-26ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃಧ್ದಿ ನಿಗಮ ನಿಯಮಿತ-ಬಂಡವಾಳ ವೆಚ್ಚ ಅಡಿಯಲ್ಲಿ ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ಶೆಟ್ಟಿಹಳ್ಳಿ ಇಚ್ಚಲಕರಂಜಿ ರಾಹೆ-78 ರ ಕಿಮೀ 2.45, 2.85 ಹಾಗೂ 4.80 ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ.

BOX Culvert Estimate

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

1 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

Raft cum 1 1 12.00 9.50 0.50 57.00 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

Total 57.00 1163.40 66,313.80 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m

2 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10) 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 Using 40 mm nominal size graded crushed coarse aggregates

Head Wall - LHS cum 1 1 12.00 1.00 2.30 27.60 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

Head Wall - RHS cum 1 1 12.00 1.00 2.30 27.60 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring

Total 55.20 189.00 10,432.80 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges

CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11) Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

Above 900 mm Rmt 1 3 2.5 4.00 30.00 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete)

Total 30.00 1442.70 43,281.00 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete)

4 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. For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Earth retaining structures - 10%)

CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146) Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15

For Diversion (1000mm Dia) m 0 2 2.5 2.00 0.00 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material

Total 0.00 8354.85 0.00 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification

5 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

For Diversion Cum 0 1 30.0 7.50 2.50 0.00 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant)

Total 0.00 497.70 0.00 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder

For Box Cell Cum 1 1 10.60 7.50 1.35 107.33 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

For Return Wall Cum 1 4 10.60 4.20 2.15 382.87 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

For Cut off Wall Cum 1 2 7.50 0.80 1.65 19.80 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

For Curtain Wall Type - I (D/s) Cum 1 1 17.10 1.00 2.25 38.48 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (II)90 cm equilateral triangle

For Curtain Wall Type - II (U/s) Cum 1 1 17.10 1.00 1.95 33.35 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification

For Toe Wall Type - I (D/s) Cum 1 0 0.60 0.90 1.35 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.60 0.90 1.15 0.00

For Apron Floor (U/s) Cum 1 1 3.00 10.50 1.05 33.08

For Apron Floor (D/s) Cum 1 1 3.00 10.50 1.05 33.08

For Flexible Apron (U/s) Cum 1 1 1.00 0.00 0.60 0.00

For Flexible Apron (D/s) Cum 1 1 0.00 0.00 0.60 0.00

For Nala Training Cum 1 2 30.00 7.50 0.30 135.00

5 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

For Box Cell Cum 1 1 10.60 7.50 0.60 47.70

For Return Wall Cum 1 4 10.60 4.20 0.60 106.85

For Curtain Wall Type - I (D/s) Cum 1 1 17.10 1.00 0.60 10.26

For Curtain Wall Type - II (U/s) Cum 1 1 17.10 1.00 0.60 10.26

For Floor apron U/s Cum 1 1 10.50 3.00 0.60 18.90

For Floor apron D/s Cum 1 1 10.50 3.00 0.60 18.90

For Flexible apron U/s Cum 1 1 0.00 1.00 0.60 0.00

For Flexible apron D/s Cum 1 1 0.00 2.00 0.60 0.00

6 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 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

For Box Cell Cum 1 1 10.30 7.20 0.15 11.12

For Return Wall Cum 1 4 10.30 3.90 0.15 24.10

For Return Wall Shear Key Cum 1 0 10.30 0.80 0.15 0.00

For Cut off Wall Cum 1 2 7.50 0.70 0.15 1.58

For Curtain Wall Type - I (D/s) Cum 1 1 16.80 0.60 0.15 1.51

For Curtain Wall Type - II (U/s) Cum 1 1 16.80 0.60 0.15 1.51

For Floor apron U/s Cum 1 1 10.50 3.00 0.15 4.73

For Floor apron D/s Cum 1 1 10.50 3.00 0.15 4.73

7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

For Floor apron U/s Cum 1 1 10.50 3.00 0.30 9.45

For Floor apron D/s Cum 1 1 10.50 3.00 0.30 9.45

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring

CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

For Floor apron U/s Cum 1 1 10.50 3.00 0.15 4.73

For Floor apron D/s Cum 1 1 10.50 3.00 0.15 4.73

9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18)

For Foundations kg 1 6650.81

Total in kgs 6650.81

Total in Tonnes 6.65 91670.25 609,681.00

10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18)

For Substructure kg 1 5582.71

Total in kgs 5582.71

Total in Tonnes 5.58 91908.60 513,099.00

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18)

For Super Structure kg 1 1752.74

Total in kgs 1752.74

Total in Tonnes 1.75 92145.90 161,508.00

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Box Cell - Bottom Raft Cum 1 1 10.00 6.90 0.30 20.70

Box Cell - Outer walls Cum 1 2 10.00 0.30 2.00 12.00 208.49

Box Cell - Inner Walls Cum 1 1 10.00 0.30 2.00 6.00

Shear Key - Rec Portion Cum 0 2 6.90 0.30 1.20 0.00

Shear Key - Triangle portion Cum 0 2 6.90 1.20 1.20 0.00

Cut off Wall Cum 1 2 7.50 0.50 1.50 11.25

13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete)

CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Box Cell - Top Slab Cum 1 1 10.00 5.90 0.30 17.70

Corbel Portion Cum 1 2 10.00 0.30 0.30 1.80

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Earth retaining structures - 10%)

CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Return Wall Raft Cum 1 4 10.00 3.60 0.40 57.60

Return Wall Cum 1 4 10.00 0.40 3.30 52.80

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15

CSR 2024-25 Vol 3 Item Code 14.8 B (Page No 130)

For Curtain Wall Type - I (D/s) Cum 1 1 16.50 0.40 1.50 9.90

For Curtain Wall Type - II (U/s) Cum 1 1 16.50 0.40 1.20 7.92

16 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material

CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

Abutment back side Cum 1 2 10.00 10.00 1.85 370.00

Deduct for Filter media -107.40

17 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification

CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Return Wall Cum 1 4 10.00 0.60 3.55 85.20

For Grading -V Material, Plant Mix Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401

CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Approach Slab Cum 1 0 3.50 10.00 0.00 0.00

18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Approach Slab Cum 1 2 3.50 10.00 0.15 10.50

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Approach Slab Cum 1 2 3.50 10.00 0.30 21.00

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Wearing Course Cum 1 1 9.50 12.90 0.075 9.19

21 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.

CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Parapet sqm 0 2 5.90 2.05 0.00

RCC Railing (Area = 0.254 m2) (IRC-5) sqm 1 2 2.00 12.90 51.60

22 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

RCC Railing M 1 2 12.90 26.00

23 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder

CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

For Box Culvert M 1 2 4.00 20.00 0.30 48.00

25 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Boundray Stones No 1 2 100.00 200.00

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

CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67)

Hazard Marking No 1 2 2.00 4.00

27 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (II)90 cm equilateral triangle

CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64)

90 cm equilateral triangle No 1 2 1.00 2.00

28 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification

CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121)

Drainage Spouts No 1 2 4.00 8.00

Total Rs 5,502,139.60

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Hukkeri PWD Sub-Div. Hukkeri

1 19.59 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 3840 3.57 13708.8 View RA

2 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3904.2 31.5 122982.3 View RA

3 19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 11640 6.3 73332 View RA

4 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2541.1875 502.95 1278090.25 View RA

5 20.5 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1499.4 1837.5 2755147.5 View RA

6 22.1.2 KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with fixed form paver. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 591.3 3953.25 2337556.72 View RA

7 22.2.2 KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, co nstruction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 978.75 5757.15 5634810.56 View RA

8 34.17 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 16.2 5268.9 85356.18 View RA

9 20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 150.375 1917.3 288313.99 View RA

10 21.6 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 701.25 35.7 25034.63 View RA

11 21.1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 701.25 12.6 8835.75 View RA

12 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 35.0625 6252.75 219237.05 View RA

13 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 17.5313 8262.45 144851.49 View RA

14 24.17 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 1 2261.7 2261.7 View RA

15 24.18 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 3 573.3 1719.9 View RA

16 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 209.9997 450.45 94594.36 View RA

17 24.41 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 216 303.45 65545.2 View RA

18 24.2.1 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 900 M M Equilateral triangle -TYPE XI ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. No 4 3639.3 14557.2 View RA

19 24.3 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 2.16 7220.85 15597.04 View RA

20 14.7 KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 6840 1014.3 6937812

1 27.13 “KSRRB M2100-5.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “V. Marshy soil - B. Mechanical Means MORTH Specification No. 304 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3060 152.25 465885

2 34.15.2 Earth work in excavation for foundation of structures like culverts, retaining walls etc., as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling with approved material, disposal of balance earth as per specifications, including cost of labour, HOM etc. , complete. in all kinds of soil by mechanical means. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3249.342 47.25 153531.41

3 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 600.1628 4506.6 2704693.67

4 37.59.2 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1246.5 7269.15 9060995.48

5 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 78.14 70920.15 5541700.52

6 34.17 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 313.9866 5268.9 1654364

7 34.6.6 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 1200mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 45 8848.35 398175.75

8 34.6.2 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 450mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 120 2711.1 325332

9 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1528.3602 502.95 768688.76

10 27.4 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1087.5 52.5 57093.75

11 11.56.1 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, with 90mm outer dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 2900 452.55 1312395

Improvements and Widening to Hukkeri Madihalli Shirgaon Awaragol Road From Km no 6.70 to 7.62 and Km No 11.43 to 12.33 in Hukkeri Taluka of Belagavi District under 4059-80-051-0-60-132-V CMIDP for the FY 2025-26

Measurement and Abstract of Road

Sl.No. Description of Item Unit Nos L(m) B(m) D(m) Total SI Unit Rate Amount Amount

Chainage Width (m) From To Total

5 Km. 3.75 6.70 6.83 130.00 Widening & Strengthing

1 Km. 7.00 6.90 6.98 80.00 Strengthing

2 Km. 5.50 6.98 7.01 30.00 Strengthing

3 Km. 7.00 7.01 7.05 40.00 Strengthing

4 Km. 5.50 7.05 7.11 60.00 Strengthing

5 Km. 3.75 7.11 7.62 510.00 Widening & Strengthing

6 Km. 3.75 11.43 12.33 900.00 Widening & Reconstruction

5.50 4.00 4.00 0.00 Widening & Strengthing

Total Length : 1750.00

Chainage Width (m) From To Total

Strengthing Stretch

Widening and Strengthing Stretch

Widening and Reconstruction Stretch

Approach roads 7 Nos 3.75 0.00 0.030 30.00

1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) a. In area of thorny jungle (Vol.-3, P.No.9, I.No. 2.5 ii(a))

Net Quantity 4200.00

Deduct 40% of Voids 1680.00

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth(Vol.-1, P.No.8, I.No. 1.12)

Curve Development 11.80 &11.92 Avg. 2 120 0.900 0.350 75.60

Side Width Widening Total Qty 2119.35 m3 99.75 211405.00 0

3 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8)

Side Widening upto Formation level 2341.68

As per Earthwork sheet 2341.68

4 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead.(Vol.-3, P.No.17, I.No. 3.5)

Approach roads 7 Nos 1 210.00 3.75 787.50

Net Quantity 7897.50

Consider 40% of Quantity 3159.00

5 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 (Vol.-3, P.No.144, I.No. 16.8b)

Net Quantity 3500.00

Consider 70% of Quantity 2450.00

6 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol.-3, P.No.17, I.No. 3.6)

For Side Shoulder

Curve Development 22.95 1.2125 1.2125 5.25

Total Qty 3208.44 m3 2.625

consider Re-use 40% excavation Qty 2119.35*.40 847.74

7 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (Vol.-3, P.No.23, I.No. 4.2b(v))

Shoulders (1.5+1.4)/2

Widened portion

Curve Development 15.30

8 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol.-3, P.No.24, I.No. 4.17)

Curve Development 19.13

Approach roads 7 Nos Centre 1 210.00 3.750 0.150 118.13

9 Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.(Vol.-3, P.No.31, I.No. 5.1A(i))

Curve Development 76.50

Approach roads 7 Nos 1 210.00 3.75 787.50

10 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface..(Vol.-3, P.No.43, I.No. 5.33)

Curve Development 76.50

Approach roads 7 Nos 1 210.00 3.75 787.50

11 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(Vol.-3, P.No.43, I.No. 5.32)

Curve Development 76.50

Approach roads 7 Nos 1 210.00 3.75 787.50

Total Qty 0.00 m2 12.60 0.00 0

11 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction(Vol.-3, P.No.33, I.No. 5.8(ii)C)

Curve Development 3.83

Approach roads 7 Nos 1 210.00 3.75 0.050 39.38

12 Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(Vol.-3, P.No.43, I.No. 5.31)

Curve Development 2.30

Approach roads 7 Nos 1 210.00 3.75 0.025 19.69

13 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. (Vol.-3, P.No.65, I.No.8.8)

Direction and Place Identification Signs Boards 4 1.00 1.00 4.00

14 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle.(Vol.-3, P.No.64, I.No.8.5 (ii))

16 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol.-3, P.No.67, I.No.8.15)

For Edge marking 2 1750 0.10 350.00

For crossings/ Pedestrain/ Junctions 50.00

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol.-3, P.No.74, I.No.8.43)

For Edge marking 2 97 195.00

Total Qty 195.00 Each 383.25 74734.00 0

18 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary Kilometer Stone (Precast) (Vol.-3, P.No.67 I.No.8.16 (ii))

Total Qty 3.00 Each 3033.45 9100.00 0

Improvements and Widening to Hukkeri Madihalli Shirgaon Awaragol Road From Km no 6.70 to 7.62 and Km No 11.43 to 12.33 in Hukkeri Taluka of Belagavi District under 4059-80-051-0-60-132-V CMIDP for the FY 2025-26

Measurement and Abstract of Cross Drainage

Sr. No. Description of Item No's L(m) B(m) D(m) Total Unit Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m (Vol.-1, P.No.8 I.No.1.14.1 (i)) 1.25

At Km. no. 7.25

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

At Km. no. 7.25

3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol.-1, P.No.16 I.No.2.4.2) 0

Culverts (Head walls) 8% (Addendum I - Sr.no.8/pg.no.111)

At Km. no. 7.25 #REF!

4 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(d.) Super structure of Bridges.(18/2.11(h) Vol-1) 5.72265

Quantity Vide BBS sheet 0.41 t 1.4306625

5 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3or 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 masonary works in Head walls and parapets Clause 1101.6 b. 1000mm dia. (Vol.-1, P.No.146 I.No.16.15 b,Vol-3)

b. 1000mm dia. (Vol.-1, P.No.146 I.No.16.15 b,Vol-3)

c. 750mm dia. (Vol.-1, P.No.146 I.No.16.15 c,Vol-3)

For Field Approaches 7 2 2.50 35.00

6 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8)

Quantity Vide BBS sheet 1 5.00 7.20 0.45 16.20

Reuse Avilable Earth -3.89

7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol.-3, P.No.17, I.No. 3.6)

ಕೆಲಸದ ಹೆಸರು : 2024-25 ನೇ ಸಾಲಿನ 5054 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ಕಣಗಲಾ ಬೋರ್ಗಲ್‌ ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 12.00 ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ (ಕೇಸ್ತಿ ಗ್ರಾಮದಿಂದ ಬೋರ್ಗಲ್‌ ಗ್ರಾಮದವರೆಗೆ)

Measurement and Abstract of Cross Drainage

Sr. No. Description of Item No's L(m) B(m) D(m) Total Unit Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m (Vol.-1, P.No.8 I.No.1.14.1 (i)) 1.25

At Km. no. 10.56

2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(Vol.-1, P.No.15 I.No.2.1.3) 1.2 0.475

At Km. no. 10.56

3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol.-1, P.No.16 I.No.2.4.2)

At Km. no. 10.56

Raising of Parapet Wall @ 11 km 2 5.00 0.45 0.60 2.70

4 Culverts (Head walls) 8% (Addendum I - Sr.no.8/pg.no.111)

For farmwork 19.97 2.5434 0.825

5 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(h.) Super structure of Bridges.(Vol.-1, P.No.18 I.No.2.11.h) 5.72265

Quantity Vide BBS sheet 0.36 t 1.4306625

6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3or 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 masonary works in Head walls and parapets Clause 1101.6 b. 1000mm dia. (Vol.-3, P.No.146 I.No.16.15 b)

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

c.750mm dia. (Vol.-3, P.No.146 I.No.16.15 c) For Filed Crossings

For Field Approaches 2 3 2.50 15.00

7 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8) 6.6

Deduct for 50% of avilable Quantity -10.57

8 Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol 3, I.No.8.10, P.No.66)

At Km. no. 10.56

Cost of CD Work 329437.01

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Dn, Hukkeri PWD Division, Chikodi

5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. NP3 Class pipe of 900 mm dia. ( Page No. 185 Item No. 3.10,V-5)

Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8) 1 4 2.50 10.00

For Crossing 1 4 2.50 10.00

40.00 Rmtr #REF! #REF! 8.5

13 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. ( As per drawing) (P No-191 I No 24.52 )

Embankment at ch 12.20 20.00 No 2350.95 47019.00

ಕೆಲಸದ ಹೆಸರು : 2024-25 ನೇ ಸಾಲಿನ 5054 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ಕಣಗಲಾ ಬೋರ್ಗಲ್‌ ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 12.00 ರ ವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ (ಕೇಸ್ತಿ ಗ್ರಾಮದಿಂದ ಬೋರ್ಗಲ್‌ ಗ್ರಾಮದವರೆಗೆ)

Measurement and Abstract of Cross Drainage

Sr. No. Description of Item No's L(m) B(m) D(m) Total Unit Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m (Vol.-1, P.No.8 I.No.1.14.1 (i)) 1.25

2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(Vol.-1, P.No.15 I.No.2.1.3) 1.2 0.475

At Km. no. 10.56

3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol.-1, P.No.16 I.No.2.4.2)

At Km. no. 10.56

Raising of Parapet Wall @ 11 km 2 5 0.45 0.6 2.7

4 Culverts (Head walls) 8% (Addendum I - Sr.no.8/pg.no.111)

For farmwork 19.9656 2.5434 0.825

5 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(h.) Super structure of Bridges.(Vol.-1, P.No.18 I.No.2.11.h) 5.72265

Quantity Vide BBS sheet 0.3576 t 1.4306625

6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3or 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 masonary works in Head walls and parapets Clause 1101.6 b. 1000mm dia. (Vol.-3, P.No.146 I.No.16.15 b)

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

c.750mm dia. (Vol.-3, P.No.146 I.No.16.15 c) For Filed Crossings

For Field Approaches 2 3 2.5 15

7 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8) 6.6

Deduct for 50% of avilable Quantity -10.57

8 Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Vol 3, I.No.8.10, P.No.66)

At Km. no. 10.56

Cost of CD Work 329437.01

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Dn, Hukkeri PWD Division, Chikodi

5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. NP3 Class pipe of 900 mm dia. ( Page No. 185 Item No. 3.10,V-5)

Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.-1, P.No.7, I.No. 1.8) 1 4 2.5 10

For Crossing 1 4 2.5 10

40 Rmtr #REF! #REF! 8.5

13 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. ( As per drawing) (P No-191 I No 24.52 )

Embankment at ch 12.20 20 No 2350.95 47019