WIDENING OF BRIDGE AT KM 110.65 OF JATH JAMBOTI SH-31 NEAR BENACHINAMARADI VILLAGE IN GOKAK TALUKA OF BELAGAVI DISTRICT UNDER 5054-80-190-0-01-132 KARNATAKA ROAD DEVELOPMENT CORPORATION LIMITED FOR 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 31.5 4115.5 31.5 0.5

5 Scarifying sqm 3.52 1925 1964.55 0.5

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 30.4 8275 30.4 0.5

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 10.67 8275 10.67 0.5

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 7867.49 206.875 7867.49 0.5

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 445.2 430.625 445.2 0.5

1 Embnkment cum 69.3 430 445.2 0.5

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 31.5 4115.5 31.5 0.5

5 Scarifying sqm 3.52 1925 1964.55 0.5

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 30.4 8275 2571.45 0.5

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 10.67 8275 30.4 0.3

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 7867.49 206.875 7867.49 0.3

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 445.2 430.625 445.2 0.3

1 Embnkment cum 69.3 430 446.2 0.5

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 10.67 8275 10.67 0.2

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 7867.49 206.875 7867.49 0.2

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 445.2 430.625 445.2 0.2

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 375 537.6 537.6 1

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 3867.15 3867.15 1

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 80 352.8 352.8 1

NAME OF WORK:WIDENING OF BRIDGE AT KM 110.65 OF JATH JAMBOTI SH-31 NEAR BENACHINAMARADI VILLAGE IN GOKAK TALUKA OF BELAGAVI DISTRICT UNDER 5054-80-190-0-01-132 KARNATAKA ROAD DEVELOPMENT CORPORATION LIMITED FOR 2025-26 (PWD/2026-27/BR/WORK_INDENT36380)

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

Estimate of Box Culvert: 4 V, (7.5 m x 4.46 m) @ Benchinamardi

1 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 MORTH Specification 202. m3 3.03 824.25 0

2 Mechanical Means: -In all kinds of soils Depth upto 3m 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 m3 6450.9 116.3718 0

3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. m3 247.15 2816.1 0

4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates m3 262.96 6213.9 0

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 185.7 7132.686015

6 ADD FOR FORMWORK (BOX CULVER 20%)) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 185.7 1307.67

7 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 398.47 7297.6300949999995

8 ADD FOR FORMWORK (Retaining Wall-10%) m3 398.47 668.955

9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 74.46999999999998 7132.686015

10 ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 74.46999999999998 1420.87686

11 Providing and laying in position Reinforced 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 machine 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 162.19 7713.42663 0 0

12 ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 162.19 1838.382 0 0

13 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. Tonne 59.95 91670.25

14 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 14.48 91908.6

15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 m3 7.35 7063.35

16 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. m3 13.440000000000001 11761.05

17 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 m3 7.94 13741.35

18 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 m3 451.32 1226.4

19 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 m3 248.17 2810.85

20 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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. MORTH Specification No.2703,1500,1600and 1700. m 80.2 2173.5

21 Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000.. MORTH Specification No.2503. m3 79.87 6603.45

22 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705 m 10 3434.55

23 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications -2706 & 2200 m3 28.8 144.9

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 (P No-8/ 1.14.1,Vol 1) m3 920.944 107.1 0 0

2 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (P.N.7/1.8 -Vol-1) m3 255.859 497.7 0 0

3 Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2 (P No-17/ 3.6,Vol 3) m3 1029.68 517.65 0 0

4 Granular Sub-Base-By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401-For Grading -V Material (P No-23 / 4.2 B (V),Vol 3) m3 418.04 2476.95 0 0

5 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.(P No-26 / 4.17,Vol 3) m3 331.25 2686.95 0 0

6 Prime Coat over WMM/WBM 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..(P No-31 / 5.1 A (i),Vol 3) m2 1325 66.15 0 0

7 Tack coat on Granular surface treated with primerProviding and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.(43/5.33) Vol-3) m2 1325 23.1 0 0

8 Dense Graded Bituminous macadam Grading - ii for traffic >20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 percent by weight of total 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. 505 complete in all respects.. (P.N.36/5.13 C -Vol-3) m3 66.25 13782.3 0 0

9 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 (P.N.43/5.32) -Vol-3) m3 3960 18.9 0 0

10 Bituminous Concrete Grading ii for traffic >20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 (P.N.38/5.17 B (C) Vol-3) m3 158.55 16236.15 0 0

11 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(P No-67 / 8.15,Vol 3) m2 145.25 556.5 0 0

12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P No-74/ 8.43,Vol 3) No 68 383.25 0 0

13 Direction and Place Identification Signs more than 0.9 m2 Size Board. providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (P No-65/ 8.8,Vol 3) m2 2.16 10168.2 0 0

14 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. (P No-65/ 8.8,Vol 3) 90 cm equilateral triangle Each 3 4904.55 0 0

15 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. (P No-65/ 8.8,Vol 3) 90 cm circular Each 4 6604.5 0 0

16 Metal Beam Crash Barrier 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 (P No-69/ 8.25,Vol 3) m 140 3822 0 0

Total Amount Grand Total Rs

Percentage 36 100

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader- In area of light jungle ---- 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. 7/2.6iiiA vol-3 Hectare 0.36 146982.15 53310.43 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 Compacting Original Ground- Loosening, leveling Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- 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. 15/3.7 vol-3 Cum 784.69 91.35 71681.2 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 Earth work Mechanical Means 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 ---- 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. 8/1.12 vol-1 Cum 24.15 68.25 1648.24 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 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. 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. 132/20.8-b vo-3 Rmtr 2092.5 19.01 39778.42 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 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. ---- 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. 24/4.27 A vol-3 Cum 1918.12 2513.7 4821590.81 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- 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. 145/21-A vol-3 Cum 191.81 11107.95 2130643.66 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 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. ---- 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. 57/8.15 vol-3 Sqm 279 501.9 140030.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle ---- 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. 54/8.5 iV vol-3 No 10 3738 37380 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 ---- 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. 55/8.7 vol-3 Sqm 7.2 8471.4 60994.08 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

19 Road Studs 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. ---- 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. 150/21-Cvol-3 No 154 383.25 59020.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

20 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- 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. 29/5.1 1Ai vol-3 Sqm 7672.5 46.2 354469.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

21 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 ---- 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. 145/21Aiii vol-3 Sqm 7672.5 13.65 104729.62 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

22 KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% 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. 1.8/7/vol-3 Cum 5053.2 422.1 2132955.72 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

23 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 ---- 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. 3.6/15/vol-3 Cum 5161.5 433.65 2238284.48 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

24 Granular Sub-Base-By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401-For Grading -V Material ---- 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. 4.2-v/19/vol-3 Cum 1953 2345.7 4581152.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

25 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- 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. 8.16-ii/57/vol-3 Each 2 2566.2 5132.4 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B15%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

26 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 ---- 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. 5.8-C/31/vol-3 Cum 383.62 8302.35 3184989.02 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B16%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 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. ---- 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. 15/2.1.3 vol-1 Cum 6.63 6039.6 40042.55 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- 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. 17/2.4.2 vol-1 Cum 85.11 7094.3 603767.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- 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. 71/9.3 vol-3 M.T. 0.85 99009.75 84267.2 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....750mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 20 3353.7 67074 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....1000mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 40 6459.6 258384 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....1000mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 10 6459.6 64596 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 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. ---- 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. 7/1.8/vol-1 Rmtr 84.46 422.1 35650.9 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 Earth work in surface excavation by mechanical means for lowering and levelling the ground for all works other then foundation in all kinds of soils and upto depth not exuceeding 300mm, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleteriours 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 appurtenaces required to complete the work ---- 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. 8/1.14/vol-1 Cum 127.25 76.65 9753.71 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Grand Total of Detail Estimates 1163535.86

Item Code : As per Electrical SR 3689 15 No --- 55335

Item Name : P.S.C pole 9 mtr long 200 Kg WL -Material Cost

2 Item Code : As per Electrical SR 1166 15 No --- 17490

Item Name : P.S.C pole 9 mtr long 200 Kg WL -Labour Cost

3 Item Code : As per Electrical SR 3054 3 No --- 9162

Item Name : P.S.C pole 8.00 mtr long 145 Kg WL for stud -Material Cost

4 Item Code : As per Electrical SR 932 3 No --- 2796

Item Name : P.S.C pole 8.00 mtr long 145 Kg WL for stud -Labour Cost

5 Item Code : As per Electrical SR 162 4 No --- 648

Item Name : L.T.2 Pin cross arms, with pole clams, bolts, nuts and washers (for PCC poles) -Material Cost

6 Item Code : As per Electrical SR 106 4 No --- 424

Item Name : L.T.2 Pin cross arms, with pole clams, bolts, nuts and washers (for PCC poles) -Labour Cost

7 Item Code : As per Electrical SR 438 10 No --- 4380

Item Name : Horizontal cross arms with pole clams, HTST support, bolts, nuts and washers (for PSC poles) -Material Cost

8 Item Code : As per Electrical SR 106 10 No --- 1060

Item Name : Horizontal cross arms with pole clams, HTST support, bolts, nuts and washers (for PSC poles) -Labour Cost

9 Item Code : As per Electrical SR 17450 2 No --- 34900

Item Name : D.P Structure with 9 mtr RCC poles -Material Cost

10 Item Code : As per Electrical SR 3578 2 No --- 7156

Item Name : D.P Structure with 9 mtr RCC poles -Labour Cost

11 Item Code : As per Electrical SR 180 40 No --- 7200

Item Name : 11 KV pin insulators with GI pins -Material Cost

12 Item Code : As per Electrical SR 164 18 No --- 2952

Item Name : 45 KV Pin Insulators with GI Pins -Material Cost

13 Item Code : As per Electrical SR 4000 2 No --- 8000

Item Name : Guarding bitween HT and LT Lines Guarding materials -Material Cost

14 Item Code : As per Electrical SR 1165 2 No --- 2330

Item Name : Guarding bitween HT and LT Lines Guarding materials -Labour Cost

15 Item Code : As per Electrical SR 830 1 No --- 830

Item Name : Guy Sets -Material Cost

16 Item Code : As per Electrical SR 390 1 No --- 390

Item Name : Guy Sets -Labour Cost

17 Item Code : As per Electrical SR 36497 0.5 No --- 18248.5

Item Name : Rabbit ACSR Conductor -Material Cost

18 Item Code : As per Electrical SR 2869 0.5 No --- 1434.5

Item Name : Rabbit ACSR Conductor -Labour Cost

19 Item Code : As per Electrical SR 79 18 No --- 1422

Item Name : PG Clamps for rabbit conductor -Material Cost

20 Item Code : As per Electrical SR 165 15 No --- 2475

Item Name : Spiral earth electrode -Material Cost

21 Item Code : As per Electrical SR 61 15 No --- 915

Item Name : Spiral earth electrode -Labour Cost

22 Item Code : As per Electrical SR 191 15 No --- 2865

Item Name : EG Strirrups with GI Wire Lacing -Material Cost

23 Item Code : As per Electrical SR 109 15 No --- 1635

Item Name : EG Strirrups with GI Wire Lacing -Labour Cost

24 Item Code : As per Electrical SR 174 1 No --- 174

Item Name : Guy concerting with Boulders, mud andsand -Labour Cost

25 Item Code : As per Electrical SR 146 15 No --- 2190

Item Name : Caution/Danger board as per Drawing No Bescome/GM/CP/40/Dt 24.10.07 -Material Cost

26 Item Code : As per Electrical SR 53 15 No --- 795

Item Name : Caution/Danger board as per Drawing No Bescome/GM/CP/40/Dt 24.10.07 -Labour Cost

27 Item Code : As per Electrical SR 76 14 No --- 1064

Item Name : Antu-Climbing Device (12 mtr/1 kg GI Barbed wire) Lumsum -Material Cost

28 Item Code : As per Electrical SR 28 14 No --- 392

Item Name : Antu-Climbing Device (12 mtr/1 kg GI Barbed wire) Lumsum -Labour Cost

29 Item Code : As per Electrical SR 33292.35 1 No --- 33292.35

Item Name : Reaising above @90%