CONSTRUCTION OF BRIDEGE ON MALLAPUR PG-GHATAPRABAHA RAILWAY STATION TO RAJARAUR-TUKKANATII-NAGNUR-MDR KM 5.30 (NEAR BADIGWAD) ACROSS NALA 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:

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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

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List of Machinery

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

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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:ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಗೋಕಾಕ ತಾಲೂಕಿನ ಮಲ್ಲಾಪೂರ ಪಿಜಿ ಘಟಪ್ರಭಾ ರೇಲ್ವೆ ಸ್ಟೇಷನ ದಿಂದ ರಾಜಾಪುರ-ತುಕ್ಕಾನಟ್ಟಿ-ನಾಗನೂರ-ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಕಿ.ಮೀ 5.30 ರಲ್ಲಿ (ಬಡಿಗವಾಡ ಹತ್ತಿರ) ಹಳ್ಳಕ್ಕೆ ಅಡ್ಡಲಾಗಿ ಸೇತುವೆ ನಿರ್ಮಾಣ ಮಾಡುವುದು (PWD/2026-27/BG/WORK_INDENT43801)

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 FOR MINOR BRIDGE 9.0M SPAN DECK SLAB

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 1240.1999999999998 754.95 0

2 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 27376.6685 116.84 0

3 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, Depth 3 m to 6 m m3 594.2924999999599 134.02 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 Using 40 mm nominal size graded crushed coarse aggregates m3 320.16 6213.9

5 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of formwork and steel reinforcement to be paid seperately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 1224.68 7312.52 0

6 Formwork, Centering & Scaffloding 3% For Foundation (b) All other types m3 1224.68 201.1 0

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 formwork and steel reinforcement to be paid seperately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 802.96 7589.72 0

8 Formwork, Centering & Scaffloding 10% For abutments and piers m3 802.96 695.73 0

9 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 formwork and steel reinforcement to be paid seperately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 641.52 7893.261495 0

10 Formwork, Centering & Scaffloding 20% For abutments and piers m3 641.52 1447.1100000000001 0

11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 m3 12.059999999999999 7063.35 0

12 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 25.199999999999996 11761.05 0

13 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 64.61999999999999 13741.35 0

14 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 Specification 710.1.4 of IRC:78 and 2200 m3 597.82 2810.85 0

15 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 1137.06 1226.4 0

16 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off. Deduct 5% per m³ if rollers are not used and tamping is done manually. Add 8% per m³ for works under foul & sullage situation m3 2630.94 497.7 0

17 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 m 24 3434.55 0

18 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. b.Foundations of bridges tonne 86 91670.25 0

19 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. c.Sub structure of bridges tonne 84 91908.6 0

20 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 tonne 43 92145.9 0

21 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 143.60000000000002 2173.5 0

22 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting each 20 769.65 0

23 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 172.11 88.2 0 0

24 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification m 108 143.85 0 0

25 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications m 108 242.55 0 0

APPROACH ROAD ESTIMATE

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. By Mechanical Means using Dozer a) In area of light jungle m3 4.8 412.65 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off. Deduct 5% per m³ if rollers are not used and tamping is done manually. Add 8% per m³ for works under foul & sullage situation m3 715.6 497.7 0 0

3 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 MORTH Specification No. 305 m3 785.1200000000001 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. Ref to MoRT&H : IRC - 401 m3 381.44 2476.95 0 0

5 406-A 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. MORTH Specification No. 406 m3 385 2686.95 0 0

6 502-A (i) 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. MORTH Specification No. 502 m2 1540 66.15 0 0

7 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 MORTH Specification No. 503 m2 1540 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 per cent 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. m3 77 15282.75 0 0

9 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 m3 46.199999999999996 18075.75 0 0

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803. m2 56 556.5 0 0

11 Informatory sign Boards 75 cm equaletral triangle 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 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be Do 75 cm equaletral triangle each 12 4312.35 0 0

12 Road Delineators Sign Boards Road Delineators 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. each 56 2122.05 0 0

13 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. MORTH Specification No. 806. each 54 383.25 0 0

14 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504 m3 30 3187.8 0 0

15 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 MORTH Specification No. 2504 m3 90 2007.6 0 0

16 Chevron Boards, Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. each 4 3751.65 0 0

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. By Mechanical Means using Dozer a) In area of light jungle 100m2 28.5 412.65 0

2 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. m3 783.18 110.25 0 0

3 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 (P No-144 / 16.8,Vol 3) m 570 26.25 0 0

4 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. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation m3 350.18 497.7 0 0

5 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 m3 2092.698 517.65 0 0

6 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. Ref to MoRT&H : IRC - 401 m3 888.6300000000001 2476.95 0 0

7 A 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. m3 783.75 2686.95 0 0

8 A 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 0.90 kg per m2 using mechanical means. m2 3135 66.15 0 0

9 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m2 3135 23.1 0 0

10 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 per cent 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. m3 156.75 15282.75 0 0

11 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 m3 94.05 18075.75 0 0

12 Direction and Place Identification Signs with size 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 m2 1.7999999999999998 10168.2 0 0

13 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 5th kilometre stone (precast). Ref to MoRT&H : IRC - 805 each 1 5267.85 0 0

14 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). Ref to MoRT&H : IRC - 805 each 1 3033.45 0 0

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 m2 196 556.5 0 0

16 Chevron Boards, Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. each 14 3751.65 0 0

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. MORTH Specification No. 806. each 190 383.25 0 0

CD ESTIMATE (1.0M SINGLE VENT & 1.20M DOUBLE VENT)

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 In all kinds of soils Depth upto 3 m m3 181.92 107.1 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 If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation m3 174.18 497.7 0

3 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 6.43 6213.9 0

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, includingall lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 34.82 6452.25 0

5 Additionalitiesfor Form Work and Centring, & Scaffolding charges for CD'S Head Wall m3 34.82 516.1800000000001 0

6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm. dia m 10 8354.85 0

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1200mm. dia m 10 17835.3 0

8 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.c)Sub structure of Bridges tonne 1.74 91908.6 0

ESTIMATE OF WATER SUPPLY PIPE LINE

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. m 81 275.1 0

2 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,110mm dia m 75 580.65 0

3 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,110mm dia m 75 1803.9 0

4 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,110mm dia m 50 229.95 0

5 Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. m 162.5 2322.6 0

ESTIMATE OF ELECTRICAL ESTIMATE

1 Transformer Structure Complete with Cross Arms Braces, Clamps ,Bolts and Nuts and Washers -For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 M Long, 145 Kg WL - MS Set 4 26558 0

2 Earthing Material Set Set 12 1482 0

5 Guy set with No.15 strain insulator & Concreting materials as per Drwg No.BESCOM/GM/CP/7/Dt; 24.10.07 Set 8 965 0

6 03 01 107-LT Protection kit Nos 8 1688 0

7 03 02 122-HG Fuse 11KV Class Solid Core Type Set 4 957 0

8 02 78 811-11kV Danger board Nos 4 131 0

9 02 78 911-GI Barbed wire (12mtrs/Kg) Nos 8 74 0

10 02 83 008-11kV, 5KN Composite/Polymeric Pin Insulator(24mm dia FP Rod) Nos 12 196 0

11 02 83 320-Silcon rubber composite disk insulator/11kV 45 kN Polymeric insulator Nos 12 178 0

12 Digging of Pits 1.8 mtr depth for errection of 9 to 10 mtr Long Steel/ RCC/PSC supports as per approved Drawing - Ordinary Soil Set 4 1122 0

13 Erection of Double pole transformers structure including fixing of structural materials, erection of poles etc., complete for mounting of transformers as per approved drawing using 9 mtrs. RCC pole. - Ordinary Soil Set 4 5099 0

14 Digging of pit. For providing GI Pipe type Earthing - Ordinary Soil Set 12 673 0

15 Providing GI Pipe Earthing for lightning arresters Transformer Neutral and Transformer Metal parts (Excluding digging of pits) - Ordinary Soil Set 12 169 0

18 Digging of Pit for GUY SET - Ordinary Soil Set 8 292 0

19 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) - Ordinary Soil Set 8 237 0

20 Fixing of LT Protection Kit - Ordinary Soil Nos 8 317 0

21 Fixing DOLO cutouts / Horn Gap Fuses including fixing of cross arms and wiring - Ordinary Soil Set 4 211 0

22 Fixing Danger Board - Ordinary Soil Nos 4 71 0

23 Fixing of Anticlimbing G.I. Barbed Wire (12 mtrs/1kg) - Ordinary Soil Nos 8 37 0

24 Releasing and Refixing-Distribution Transformer-100kVA Almunium Wdg. - Ordinary Soil Nos 4 2690.4 0

25 Guy concreting with Boulders, Mud & Sand As per Drawing No. BESCOM/GM/CP/7/dt: 24.10.07. (with out cement) Nos 8 151 0

26 Dismantling work-Double Pole TC sets for erection of 25/63/100kVA 4/5 Star Rated Transformers using 9 mtr RCC Pole 145Kg WL - MS Set 4 2805.3 0

27 Dismantling work-LT Protection kit Nos 4 285.3 0

28 Dismantling work-HG Fuse 11KV Class Solid Core Type Set 4 189.9 0

29 Transformer Structure Complete with Cross Arms Braces, Clamps ,Bolts and Nuts and Washers - For 25/63 KVA 3 Star- Using 2 nos of 9 Mtr RCC Poles Set 3 26689 0

30 Earthing Material Set Set 9 1482 0

33 Guy set with No.15 strain insulator & Concreting materials as per Drwg No.BESCOM/GM/CP/7/Dt; 24.10.07 Set 6 965 0

34 02 83 008-11kV, 5KN Composite/Polymeric Pin Insulator(24mm dia FP Rod) Nos 9 196 0

35 02 83 320-Silcon rubber composite disk insulator/11kV 45 kN Polymeric insulator Nos 9 178 0

36 02 78 811-11kV Danger board Nos 3 131 0

37 02 78 911-GI Barbed wire (12mtrs/Kg) Nos 6 74 0

38 03 01 107-LT Protection kit Nos 3 1688 0

39 03 02 122-HG Fuse 11KV Class Solid Core Type Set 3 957 0

40 Digging of Pits 1.8 mtr depth for errection of 9 to 10 mtr Long Steel/ RCC/PSC supports as per approved Drawing - Ordinary Soil Set 3 1122 0

41 Erection of Double pole transformers structure including fixing of structural materials, erection of poles etc., complete for mounting of transformers as per approved drawing using 9 mtrs. RCC pole. - Ordinary Soil Set 3 5099 0

42 Digging of pit. For providing GI Pipe type Earthing - Ordinary Soil Set 9 673 0

43 Providing GI Pipe Earthing for lightning arresters Transformer Neutral and Transformer Metal parts (Excluding digging of pits) - Ordinary Soil Set 9 169 0

44 Digging of Pit for GUY SET - Ordinary Soil Set 6 292 0

45 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) - Ordinary Soil Set 6 237 0

46 Fixing Danger Board - Ordinary Soil Nos 3 71 0

47 Fixing of Anticlimbing G.I. Barbed Wire (12 mtrs/1kg) - Ordinary Soil Nos 6 37 0

48 Fixing of LT Protection Kit - Ordinary Soil Nos 3 317 0

49 Fixing DOLO cutouts / Horn Gap Fuses including fixing of cross arms and wiring - Ordinary Soil Set 3 211 0

50 Releasing and Refixing-Distribution Transformer-25kVA - Ordinary Soil Nos 2 2017.8 0

51 Releasing and Refixing-Distribution Transformer-63kVA - Ordinary Soil Nos 1 2017.8 0

52 Guy concreting with Boulders, Mud & Sand As per Drawing No. BESCOM/GM/CP/7/dt: 24.10.07. (with out cement) Nos 6 151 0

53 Dismantling work-LT Protection kit Nos 3 285.3 0

54 Dismantling work-HG Fuse 11KV Class Solid Core Type Set 3 189.9 0

55 Dismantling work-Double Pole TC Sets For 25/63kVA Transformer - MS Set 3 2805.3 0

56 Dismantling work-RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos 6 891.9 0

57 03 03 202-10 kv, 5 kA lightning Arrester Polymeric type with Ground Disconnector Set 3 5205 0

58 Fixing of lightning arrestors including wiring. - Ordinary Soil Set 3 105.99 0

59 25 KVA Lt wiring kit single circuit Set 2 3223 0

60 63 KVA LT Wiring Kit Single Circuit Set 1 7163.49 0

61 100 KVA LT Wiring Kit Single Circuit Set 8 11368.75 0

62 Wiring of One circuit of LT Wiring Kit for for25/63/100 KVA DTC to the existing LT protection KitKit / Distribution Box via metering box. - Ordinary Soil Set 2 846 0

63 Wiring of One circuit of LT Wiring Kit for for25/63/100 KVA DTC to the existing LT protection KitKit / Distribution Box via metering box. - Ordinary Soil Set 1 846 0

64 Wiring of One circuit of LT Wiring Kit for for25/63/100 KVA DTC to the existing LT protection KitKit / Distribution Box via metering box. - Ordinary Soil Set 8 846 0

65 02 00 010-11Mtrs. Long PSC pole of working Load 365kg for intermediate poles only Nos 6 8526 0

66 02 81 683-Spiral Earth Electrode Nos 30 199 0

67 Guy set with No.15 strain insulator & Concreting materials as per Drwg No.BESCOM/GM/CP/7/Dt; 24.10.07 Set 14 965 0

68 11 kV Horizontal Cross Arm with single top support, clamp, Bolt & Nuts with washers for RCC Poles - MS Set 14 521 0

69 02 83 008-11kV, 5KN Composite/Polymeric Pin Insulator(24mm dia FP Rod) Nos 30 196 0

70 Double Pole Structure Complete including 5 KG 8-SWG G.I.wire for Structure Grounding - For 9 Mtr RCC Poles 145 kg WL – (with pole) Set 1 18016.2 0

71 03 04 212-11kV 200Amps Single Break GOS Set 1 9133 0

72 02 79 149-H - Frame Set for 11kV, 200Amps Single Break GOS Mounting - MS Set 1 3487 0

73 02 00 006-PSC Pole-9.0M Long 200 kg WL Nos 18 3812 0

74 02 00 105-RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos 6 6276 0

75 02 83 320-Silcon rubber composite disk insulator/11kV 45 kN Polymeric insulator Nos 36 178 0

76 02 84 108-Rabbit ACSR Conductor km 0.5 65209 0

77 02 00 004-PSC Pole-8.0M Long 200 kg WL Nos 6 3342 0

78 2 Pin Cross Arm with pole clamp, bolts & nuts & washers for PSC Pole 200 kg - MS Set 12 212 0

79 Digging of Pits 2.2mtr depth for errection of 11mtr Long RCC/PSC supports as per approved Drawing - Ordinary Soil Nos 6 673 0

80 Erection of Poles Errection of 11 mtr PSC pole with working load of365kg in a pit of 2 mtrs depth. - Ordinary Soil Nos 6 1629 0

81 Providing spiral earth electrode type earthing along with pole (without charcoal, salt etc.,) - Ordinary Soil Nos 30 83 0

82 Digging of Pit for GUY SET - Ordinary Soil Set 14 292 0

83 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) - Ordinary Soil Set 14 237 0

84 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. - Ordinary Soil Set 14 228 0

85 Digging of Pits 1.8 mtr depth for errection of 9 to 10 mtr Long Steel/ RCC/PSC supports as per approved Drawing - Ordinary Soil Set 1 1122 0

86 Erection of 2 pole structure formed out of SM rails or I -Beam of sizes 200x100 175x90 mm, 225x100mm of using RCC poles 9 mtr to 10 mtr long in pits of 1.8 mtr depth for line deviation with necessary foundation, inclusive of fixing of cross Arms, Braces, Strain Insulators. - Ordinary Soil Set 1 3682 0

87 Fixing of GOS including wiring g (11kV SB 200A) - Ordinary Soil Set 1 984 0

88 Erection of H Frame. - Ordinary Soil Set 1 288 0

89 Digging of Pits 1.8 mtr depth for errection of 9 to 10 mtr Long Steel/ RCC/PSC supports as per approved Drawing - Ordinary Soil Nos 18 561 0

90 Erection of PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth. - Ordinary Soil Nos 18 991 0

91 Digging of Pits 1.8 mtr depth for errection of 9 to 10 mtr Long Steel/ RCC/PSC supports as per approved Drawing - Ordinary Soil Nos 6 561 0

92 Erection of RCC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth. - Ordinary Soil Nos 6 991 0

93 Stringing of conductor Rabbit ACSR binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. - Ordinary Soil km 0.5 3885 0

94 Digging of Pits 1.5 mtr depth for errection of 7.5/8 mtr Long Steel/RCC/PSC/PCC supports as per approved Drawing - Ordinary Soil Nos 6 449 0

95 Erection of PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth. - Ordinary Soil Nos 6 821 0

96 Fixing of 2 Pin cross arm with insulator and Braces fixing - Ordinary Soil Set 12 143 0

97 Releasing and Refixing-Rabbit ACSR Conductor - Ordinary Soil km 8.1 7381.5 0

98 Releasing and Refixing-11 kV Horizontal Cross Arm with single top support, clamp, Bolt & Nuts with washers for PSC Poles -200 kg MS - Ordinary Soil Set 24 433.2 0

99 Releasing and Replacing Insulators 11KV Pin Insulators-11kV Pin Insulator (Both Shell and G.I. Pin) - Polymeric - Ordinary Soil Nos 69 43 0

100 Decommissioned Labour for the Non Returned PSC/PCC pole-PSC Pole-9.0M Long 200 kg WL - Ordinary Soil Nos 20 891.9 0

101 Dismantling work-RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos 3 891.9 0

102 02 00 004-PSC Pole-8.0M Long 200 kg WL Nos 16 3342 0

103 02 81 683-Spiral Earth Electrode Nos 12 199 0

104 Guy set with No. 8 strain insulator & Concreting materials as per Drwg No. BESCOM/GM/CP/7/Dt; 24.10.07 Set 5 938 0

105 02 83 158-No8 Strain Insulator Nos 70 23 0

106 02 84 105-Weasel ACSR Conductor km 0.4 39357 0

107 2 Pin Cross Arm with pole clamp, bolts & nuts & washers for PSC Pole 200 kg - MS Set 4 212 0

108 Digging of Pits 1.5 mtr depth for errection of 7.5/8 mtr Long Steel/RCC/PSC/PCC supports as per approved Drawing - Ordinary Soil Nos 16 449 0

109 Erection of PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth. - Ordinary Soil Nos 16 821 0

110 Providing spiral earth electrode type earthing along with pole (without charcoal, salt etc.,) - Ordinary Soil Nos 12 83 0

111 Digging of Pit for GUY SET - Ordinary Soil Set 5 292 0

112 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) - Ordinary Soil Set 5 237 0

113 Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. - Ordinary Soil km 0.4 2833 0

114 Fixing of 2 Pin cross arm with insulator and Braces fixing - Ordinary Soil Set 4 143 0

115 Releasing and Refixing-Weasel ACSR Conductor - Ordinary Soil km 7.2 5382.7 0

116 Releasing and Refixing-4 Pin Cross Arm with pole clamp, bolt & nuts & washers for PSC Pole 200 KG- MS - Ordinary Soil Set 27 271.7 0

117 Decommissioned Labour for the Non Returned PSC/PCC pole-PSC Pole-8.0M Long 200 kg WL - Ordinary Soil Nos 11 738.9 0

Total Amount Grand Total Rs

Estimate of Boxculvert (Straight) 4819264.44

MEASUREMENT SHEET FOR ROAD CONSTRUCTION 3143726.52

Estimate of Box Culvert 1 V, (7.506 m x 1.3 m) 5276447.1

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%