Improvement to Ganganahalli to Nagathana Rampur joining Road from km 0.00 to 3.00 and Nagathan Rampur road via Hunshyal, Hitnalli, Kadlewad,Chandkavathe from km 11.70 to 14.70 in Devarhipparagu constituency of vijayapura (HOA 5054-04-337-0-01-154 MDR improvements)

Information on litigation in which the Tenderer is involved:

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

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

No. Capacity Number/Capacity Age/ Condition

Information of the works for which Tenderer has submitted Tender.

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

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

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

Attach letters of Acceptance received.

Information on works which are yet to be completed.

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

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

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

Names of Works Item of Work Names of Employers 2019 Remarks (Indicate contract reference)

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

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

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

6 Progress * : 2019

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

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

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Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2020

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

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

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Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

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Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

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

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Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

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Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB 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 :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2023

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB 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 :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2024

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

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB 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 :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

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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 2024-25

Attach Chartered Accountant's Yearwise Statements.

Name of Work:- Improvement to Ganganahalli to Nagathana Rampur joining Road from km 0.00 to 3.00 and Nagathan Rampur road via Hunshyal, Hitnalli, Kadlewad,Chandkavathe from km 11.70 to 14.70 in Devarhipparagu constituency of vijayapura District.(HOA 5054-04-337-0-01-154 MDR improvements) (WINO.PWD/2025-26/RD/WORK_INDENT32324)

Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3

Ist Month IIst Month Total IIInd Month IVnd Month Total V nd Month VI nd Month Total

Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial

1 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead m2 7846.88 6.3

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 14029.14 107.1

3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) m³ 1391.06 124.95

4 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 m³ 2898.63 2476.95

5 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 3799.69 2686.95 0

6 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. m² 15198.75 48.3

7 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface m² 23017.5 16.8

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 MoRTHspecification clause No. 505 complete in all respects. m³ 577.5 10928.4

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 percent 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 346.5 12736.5

10 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction m³ 581.26 8618.4

11 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. m³ 286.69 11545.8

12 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, ransporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 m³ 9442.75 517.65

13 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast) Each 4 3033.45

14 Reinforced cement concrete M15grade Hectometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200meter stone (precast) Each 16 861

15 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 Nos 960 383.25

16 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 1260 556.5

17 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 equilaterial triangle Each 4 3740.1

18 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 circular Each 4 4498.2

19 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 m² 1.8 9444.75

20 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 ordinary/soft rock without blasting upto 1.5 m depth m³ 45.02 381.15

21 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates m³ 5.37 5887.35

22 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 92.59 6532.05

23 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 15 8354.85

24 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- All other type of structures t 1.36 73236.45

25 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) m³ 222.14 124.95

26 White washing of parapet walls of CD work and tree trunks- White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. . m² 90 28.35

27 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 Stone/Boulder m³ 31.5 2007.6

28 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 m³ 26.26 2476.95

29 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 17.54 2686.95

30 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 37.5 6970.95

31 Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 82 3822

32 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 22 769.65

3,4,5th year Maintenance for Ganganalli Road

33 Road maintenance for 3rd year for road with BM+SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Ganganahalli road Km 2.1 31210

34 Road maintenance for 4 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Ganganahalli road Km 2.1 54730

35 Road maintenance for 5 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Ganganahalli road Km 2.1 69070

3,4,5th year Maintenance for Nagathan Rampur Road

36 Road maintenance for 3rd year for road with DBM+BC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Nagathan rampur Road Km 2.1 36230

37 Road maintenance for 4 th year for road with DBM+BC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Nagathan rampur Road Km 2.1 64240

38 Road maintenance for 5 th year for road with DBM+BC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. For Nagathan rampur Road Km 2.1 87690

Estimate for shifting of 11kv kadlewad IP feeder feeding from jambagi station for road widing work from naikodi vasti to ganganalli cross for a distance 11.70km to 13.8km(Nagathan to ramapur road) as per the requisition AEE PWD sub division sindagi, under self execution scheme in nagathan section of rural subdivision HESCOM vijayapur

39 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards no 5 4324.97

40 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 no 2 7288.28

41 PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards No 1 3809.97

24 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 140 KG WL set 9 653.02

26 LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS set 2 423.33

28 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 15 211.15

30 1.1 kV GI Pin for 1.1 kV Ceramic Shell Insulator No 4 36.05

31 11 kV, 45 kN Polymeric Insulator No 6 191.58

32 Spiral Earth Electrode No 58 246.17

34 Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 set 30 1205.1

35 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing Ordinary Soil no 5 647.87

36 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth no 5 1146.39

38 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing Ordinary Soil no 2 647.87

39 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth no 2 1146.39

40 Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.Ordinary soil No 1 518.09

41 Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth No 1 949.66

42 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 140 KG WL set 9 280.16

43 LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - set 2 164.8

44 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 58 95.79

45 Digging of Pit for providing GI Pipe type Earthing. Ordinary soil set 30 336.81

46 Fixing of GUY Set with break insulator 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) set 30 273.98

47 Releasing and refixing of RCC Pole-9 M long No 36 3409.0939999999996

48 Releasing and refixing of 11 kv horizontal cross arm set 36 532.304

49 Releasing and refixing of Double pole structure complete including 5kg 8swg GI wire for structure grounding for 8 mtr Rcc pole. No 6 10058.98

50 Releasing and refixing of Rabbit Conductor KM 6.3 8534.476999999999

51 Rabbit ACSR Conductor KM 0.2 60293.11

52 Rabbit ACSR Conductor KM 0.2 4491.83

Estimate for shifting of HT/LT line and transformer center on 11kv ganganahalli feeder which are obstructing the both side road widening work from naikodi vasti to ganganalli cross along road in the name of the AEE PWD sub division sindagi, under self execution scheme in D hipparagi section of D hipparagi subdivision HESCOM

53 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards no 5 4324.97

54 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 no 6 7288.28

55 PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards No 1 3809.97

56 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 140 KG WL set 8 653.02

57 LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS set 2 423.33

58 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) No 12 211.15

59 1.1 kV GI Pin for 1.1 kV Ceramic Shell Insulator No 4 36.05

60 11 kV, 45 kN Polymeric Insulator No 6 191.58

62 Spiral Earth Electrode No 14 246.17

63 Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 set 6 1205.1

64 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing Ordinary Soil no 5 647.87

65 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth no 5 1146.39

66 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing Ordinary Soil no 6 647.87

67 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth no 6 1146.39

68 Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.Ordinary soil No 1 518.09

69 Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth No 1 949.66

70 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 140 KG WL set 8 280.16

71 LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - set 2 164.8

72 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) No 14 95.79

73 Digging of Pit for providing GI Pipe type Earthing. Ordinary soil set 6 336.81

74 Fixing of GUY Set with break insulator 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) set 6 273.98

75 Releasing and refixing of RCC Pole-9 M long No 14 3409.0939999999996

76 Releasing and refixing of 11 kv horizontal cross arm set 12 532.304

77 Releasing and refixing of Double pole structure complete including 5kg 8swg GI wire for structure grounding for 8 mtr Rcc pole. No 2 10058.98

78 Releasing and refixing of Rabbit Conductor KM 3.5 8534.476999999999

79 Single Pole Mounted Transformer (SPMT) kit for errection on 9 mt Square section RCC/PSCC 9 M long pole (Excluding pole and errection of poles) No 1 3344.51

Month wise Amount Miles Amount Fenalty Sd/-

1 Month 1 Miles (1 & 2 Month) Executive Engineer

2 Month ಗುತ್ತಿಗೆದಾರರ ಸಹಿ PWD Division Viajayapur

3 Month 2 Miles (3 & 4 Month)

5 Month 3 Miles (5 & 6 Month)