Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District under HOA 3054 SH Bridge Maintenance for the year 2025-26.

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

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

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:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

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. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

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

GOVERNMENT OF KARNATAKA

PUBLIC WORKS PORT & INLAND WATER TRANSPORT DEPARTMENT

OFFICE OF THE CHIEF ENGINEER

PWP (NORTH ZONE) DHARWAD

Head of Account: 5054-04-337-0-01-154 MDR IMPROVEMENTS

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

EXECUTIVE ENGINEER

PWD BIJAPUR DIVISION, BIJAPUR DIST

ESTIMATE COST :Rs: 500.00 Lakhs

Division : Vijayapur

Sanctioned Estimate No………………………Date

Fund Head : 5054-04-337-0-01-154 MDR IMPROVEMENTS

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer PWD Bijapur Division Bijapur Division for the probable expenses that will be incurred in

Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 1100) in Basavana Bagewadi tq Vijayapura dist

Rs.: 500.00 Lakhs

Administratively approved under No………………………Date

Technically sanctioned under No………………………Date

Estimate prepared By : Somanath Kulageri ,AE-2

and checked By: …………..

Assistant Executive Engineer,

PWD Sub Division, B.Bagewadi

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

PWD CODE PARA -133

C E R T I F I C A T E

This to Certity that I Shri. J.V.KIRSUR, Asst. Executive-Engineer, PWD Sub-Division,B.Bagewadi have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.

Assistant-Execuive-Engineer,

C E R T I F I C A T E

(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-6-1991)

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

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,B.Bagewadi PWD Dn,Bijapur.

C E R T I F I C A T E

Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,B.Bagewadi PWD Dn,Bijapur.

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

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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. In area of light jungle By Mechanical Means using Dozer

2 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

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

4 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material

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.

6 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.

7 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

8 Bituminous Macadam Grading - II for traffic < 20msa 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

9 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.

10 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)

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

12 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 m 2 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

13 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

14 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/m2area, 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

15 Construction four CD's

The estimate is submitted for kind approval.

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Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

C E R T I F I C A T E

Certified that the work proposed in this estimate coming under the major Irrigation command area of U.K.P. hence the area weightage of 5% is considered in the rate analysis.

Assistant-Executive-Engineer, PWD Sub-Dn, B Bagewadi Executive-Engineer, PWD Dn, Vijayapur

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT.

SEVEN DAYS TRAFFIC SUMMARY OF 2023 ROAD TRAFFIC SAMPLE SURVEY

1) Name of the Road Marakumbi to Chachadi via Harogoppa MDR 1) Classification of Road : NH/SH/MDR : MDR

2) Name of the Section Markumbi CH 2.00 KM 2) Length of Road considered (in Kms) From : 0 To 8.80

3) Count Post at K.M.: 2.000 Place : Markumbi 3) Width of carriage way for the length considered :

4) Direction of Traffic Up : From : Markumbi To : Chachadi 4) Width of formation for the length considered : 3.75

Down : From : Chachadi To : Markumbi 5) Type of surface for the length considered : Earthen Road

5) Name of the Traffic Enumerator : Mallikarjun Moratagi Designation : AE Signature : 6) Type of Railway Gate : Un-manned / Manual / Automatic : Nil

6) Name of the Division : Belagavi Sub-division : Bailhongal 7) Weather : Clear / Cloudy / Rainy : Clear

Time Intervals Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (14+19) PCU Locomotives (Railways) Train Vehicle Unit (TVU) (14 x 24)

Date Direction of Traffic Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (3 to 13) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (15 to 18b ) Passenger Trains Goods Trains No. of Gate Closers

Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Assistant-Executive-Engineer, PWD Sub-Dn, Bailhongal

Assistant-Executive-Engineer, PWD Sub-Dn, Bailhongal

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT.

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS OF 2023 ROAD TRAFFIC SAMPLE SURVEY

Division: Vijayapur Circle: Date of Traffic Survey: from 21.11.2024 to 27.11.2024

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Marakumbi to Chachadi via Harogoppa MDR

Assistant-Executive-Engineer, PWD Sub-Dn,Bailhongal

Design of Flexible Pavement (For Intermediate Lane)

(As Per IRC 37-2018 P-9 Clause 4.6 )

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r

N = The cumulative number of standard axles to be catered for in the design in terms of msa

A = Initial traffic in the year of completion of construction in terms of the number of Commercial Vehicles Per Day (CVPD).

D = Lane distribution factor 1.00 Clause 4.5.1 (i)

F = Vehicle damage factor=5 3.9 Clause 4.4.6

r = Annual growth rate of commercial vehicles =5.00% 0.05 Clause 4.2.2

n = Design life in years 15 Years (Clause 4.3.2) SH & NH 20 YEARS

The traffic in the year of Completion is Estimated MDR 15 YEARS

P = No. of commercial vehicles as per last count 455 Per day

Existing CBR (%) 4.86%

Considering 5% for design

As per IRC 37-2018

Pavement Components Thickness in mm as per IRC 37-2018 Existing thickness in mm Thickness proposed in mm

For Chainage km. 4.80 to 7.00

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 0

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 4.01

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 8

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 6.11 % say 6.00%

For Chainage km. 4.80 to 7.00

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 4.01

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 7.3

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 3.61 % say 4.00%

CVPD is more than 450 & Effective CBR is less than 5%, Provide 300mm subgrade having 8%

Resilient Modulus of Sub Base and Base (GRANULAR)

Effective Modulus of Subgrade = 56.03 MPa

Combined Thickness of Granular GSB and WMM (h) = 450 mm

Resilient Modulus of Granular Sub Base and Granular Base

MRGRAN = 0.2* (h)0.45*Msupport

h = thickness of granular layer in mm

MRGRAN = Resilient Modulus of Granular Layer (MPa)

Mrsupport = (Effective) Resilient Modulus of Supporting Layer (MPa)

Based on the Subgrade Rutting Criteria Formule

NR = 4.1656 X 10 -08 [1/εv] 4.5337 (for 80 % reliability)

NR = 1.4100 X 10 -08 [1/εv] 4.5337 (for 90 % reliability)

where NR = Subgrade rutting life (Cumulative Equivalent number of 80 KN Standard axle loads that can be served by pavement before the critical rut depth of 20 mm or more occurs)

εv = Vertical Compressive Strain at the top of the subgrade calculated using linear layered theory by applying standard axle load at the surface of the selected pavement

The critical vertical compressive strain for a design traffic can be calucated as below

Design Traffic in MSA = 15.00 MSA

Critical Compressive strain using 80 % reliability

Critical Compressive strain using 90 % reliability

Based on the Fatigue Cracking Criteria Formule for bituminous layer

Fatigue Life of Bituminous layer in terms of repetative standard axles (Nf)

Nf = 1.6064*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 80 % reliability)

Nf = 0.5161*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 90 % reliability)

C = 10M and M = 4.84*(vbe/(va+vbe)-0.69)

va = percent volume of air void in the mix used in bottom bituminous layer

vbe = percent volume of effective bitumen in the mix used in bottom bituminous layer

εt = Maximum horizontal tensile strain at the bottom of bottom bituminous layer

MRM = Resilient Modulus (MPa) of bituminous mix used in the bottom bituminous layer selected as per the recommendations made in these guidelines

So in order to calculate the CRITICAL HORIZONTAL STRAIN at the bottom of the

bottom bituminous layer for the Mix with following values

Design Traffic in MSA

MRM = 2500 MPa From Table 9.2

Therefore C= 10^(4.84*(vbe/(va+vbe)-0.69))= 3.15515493

εt = 0.0003649185824 (for 80 % reliability)

εt = 0.00027254 (for 90 % reliability)

As per IIT pave Critical Compressive strain is 0.0004181 which is less than 0.000615582 for 80% reliability & 0.00084749 for 90% reliability , Hence safe

As per IIT pave Max.horizontal strain is 0.0002610 which is less than 0.000364919 for 80% reliability & 0.00027254 for 90% reliability ,Hence safe

As per IRC 37-2018 Provide

GSB : 200mm GSB : 200 mm

WMM : 250mm WMM : 250 mm

BM : 83mm BM : 50 mm BT layer stage construction

SDBC 40mm SDBC : 25 mm

Design of Flexible Pavement (For Intermediate Lane)

(As Per IRC 37-2018 P-9 Clause 4.6 )

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r

N = The cumulative number of standard axles to be catered for in the design in terms of msa

A = Initial traffic in the year of completion of construction in terms of the number of Commercial Vehicles Per Day (CVPD).

D = Lane distribution factor 1.00 Clause 4.5.1 (i)

F = Vehicle damage factor=5 3.9 Clause 4.4.6

r = Annual growth rate of commercial vehicles =5.00% 0.05 Clause 4.2.2

n = Design life in years 15 Years (Clause 4.3.2) SH & NH 20 YEARS

The traffic in the year of Completion is Estimated MDR 15 YEARS

P = No. of commercial vehicles as per last count 455 Per day

Existing CBR (%) 4.86%

Considering 5% for design

As per IRC 37-2018

Pavement Components Thickness in mm as per IRC 37-2018 Existing thickness in mm Thickness proposed in mm

For Chainage km. 10.00 to 10.96

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 0

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 6.78

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 0

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 6.82

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 6.82 % say 7.00%

Resilient Modulus of Sub Base and Base (GRANULAR)

Effective Modulus of Subgrade = 60.15 MPa

Combined Thickness of Granular GSB and WMM (h) = 450 mm

Resilient Modulus of Granular Sub Base and Granular Base

MRGRAN = 0.2* (h)0.45*Msupport

h = thickness of granular layer in mm

MRGRAN = Resilient Modulus of Granular Layer (MPa)

Mrsupport = (Effective) Resilient Modulus of Supporting Layer (MPa)

Based on the Subgrade Rutting Criteria Formule

NR = 4.1656 X 10 -08 [1/εv] 4.5337 (for 80 % reliability)

NR = 1.4100 X 10 -08 [1/εv] 4.5337 (for 90 % reliability)

where NR = Subgrade rutting life (Cumulative Equivalent number of 80 KN Standard axle loads that can be served by pavement before the critical rut depth of 20 mm or more occurs)

εv = Vertical Compressive Strain at the top of the subgrade calculated using linear layered theory by applying standard axle load at the surface of the selected pavement

The critical vertical compressive strain for a design traffic can be calucated as below

Design Traffic in MSA = 15.00 MSA

Critical Compressive strain using 80 % reliability

Critical Compressive strain using 90 % reliability

Based on the Fatigue Cracking Criteria Formule for bituminous layer

Fatigue Life of Bituminous layer in terms of repetative standard axles (Nf)

Nf = 1.6064*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 80 % reliability)

Nf = 0.5161*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 90 % reliability)

C = 10M and M = 4.84*(vbe/(va+vbe)-0.69)

va = percent volume of air void in the mix used in bottom bituminous layer

vbe = percent volume of effective bitumen in the mix used in bottom bituminous layer

εt = Maximum horizontal tensile strain at the bottom of bottom bituminous layer

MRM = Resilient Modulus (MPa) of bituminous mix used in the bottom bituminous layer selected as per the recommendations made in these guidelines

So in order to calculate the CRITICAL HORIZONTAL STRAIN at the bottom of the

bottom bituminous layer for the Mix with following values

Design Traffic in MSA

MRM = 2500 MPa From Table 9.2

Therefore C= 10^(4.84*(vbe/(va+vbe)-0.69))= 3.15515493

εt = 0.0003649185824 (for 80 % reliability)

εt = 0.000272540 (for 90 % reliability)

As per IIT pave Critical Compressive strain is 0.0003902 which is less than 0.000615582 for 80% reliability & 0.000484749 for 90% reliability , Hence safe

As per IIT pave Max.horizontal strain is 0.0002484which is less than 0.000364919 for 80% reliability & 0.00027254for 90% reliability ,Hence safe

As per IRC 37-2018 Provide

GSB : 200mm GSB : 200 mm

WMM : 250mm WMM : 250 mm

BM : 85mm BM : 50 mm BT layer stage construction

SDBC 40mm SDBC : 25 mm

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

PAVEMENT IS DESIGNED AS PER IRC 37 OF 2018

msa -15 Considered for 15 msa

KM CRUST REQUIRED EXISTING PROPOSED

From To SUB -BASE IN MM BASE IN MM DBM BC SUB -BASE IN MM BASE IN MM WBM MSS SUB -BASE IN MM BASE IN MM (WMM) BM in mm SDBC in mm

Note :- Bituminous layer considered in stage construction. Calculations for design period of 5 years is enclosed separatly.

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Muddebihal PWD Division, Vijayapur p

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

RECAPULATION SHEET

S No Description of work Amount

1 Road Constrcuction 35968918.10

2 CD WORK 843868.75

3 Annual Maintenannce 3rd Year 91616.00

4 Annual Maintenannce 4th Year 150432.00

5 Annual Maintenannce 5th Year 186656.00 428704.00

ADD 5% Tender Premium 1862074.54 2017624.77

MISC / PC / & QC Charges 3857792.84 3258.25

Grand Total Amount Rs : 50000000.00 #REF! #REF!

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, B.Bagewadi. PWD Division vijayapur

Measurement Sheet

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

S.N Description of work No Measurement Qty

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. In area of light jungle By Mechanical Means using Dozer

2 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

Deduct CD Portion (single Row ) 2 8.00 16.00

Deduct CD Portion (Two Row ) 2 10.70 21.40

Deduct CD Portion (Three Row ) 2 12.30 24.60

Deduct CD Portion (Four Row ) 2 14.00 28.00

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

For Shoulders (1.875+2.438)/2

4 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material

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.

6 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.

7 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

8 Bituminous Macadam Grading - II for traffic < 20msa 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

9 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.

10 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)

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

12 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 m 2 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

13 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

14 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/m2area, 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

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, B.Bagewadi. PWD Division, Bijapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

Item No Description of work Unit Qtty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 100 sqm 76.80 412.65 31691.52

2 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 6310.00 26.25 165637.50

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 cum 11461.56 517.65 5933076.53

4 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material cum 4848.00 2611.35 12659824.80

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. cum 3000.00 2686.95 8060850.00

6 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. cum 12000.00 43.05 516600.00

7 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 sqm 12000.00 14.70 176400.00

8 Bituminous Macadam Grading - II for traffic < 20msa 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 sqm 600.00 8044.05 4826430.00

9 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 300.00 10659.60 3197880.00

10 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) cum 3.00 3073.35 9220.05

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) each 12.00 884.10 10609.20

12 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 m 2 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 each 1.80 9460.50 17028.90

13 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 sqm 2.00 3754.80 7509.60

14 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/m2area, 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 each 640.00 556.50 356160.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, B.Bagewadi. PWD Division, Bijapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

Sl No Description of work Unit SR Page No Item No Basic Rate Area Weightage (5%) Total Rate

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. In area of light jungle By Mechanical Means using Dozer 100 sqm VOL 3 9 2.5 ii (a) 393 19.65 412.65

2 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m VOL 3 144 16.8.(B) 25 1.25 26.25

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 cum VOL 3 17 3.6 493 24.65 517.65

4 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material cum VOL 3 23 4.1 A /(v) 2487 124.35 2611.35

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. cum VOL 3 26 4.17 2559 127.95 2686.95

6 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. sqm VOL 3 31 5.1 A 41 2.05 43.05

7 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 sqm VOL 3 31 5.4 (ii) 14 0.70 14.70

8 Bituminous Macadam Grading - II for traffic < 20msa 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 VOL 3 33 5.8(ii)c 7661 383.05 8044.05

9 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. cum VOL 3 43 5.31 10152 507.60 10659.60

10 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) each VOL 3 67 8.16.(ii) 2927 146.35 3073.35

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) each VOL 3 67 8.16.(iii) 842 42.10 884.10

12 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 m 2 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 sqm VOL 3 65 8.7 9010 450.50 9460.50

13 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 each VOL 3 64 8.5(iv) 3576 178.80 3754.80

14 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/m2area, 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 sqm VOL 3 67 8.15 530 26.50 556.50

Assistant-Execuive-Engineer, Executive Engineer,

PWD Sub Division,Muddebihal PWD Division, Vijayapur PWD Sub Division,B.Bagewadi PWD division Vijaypur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

Existing Cross Section of Road

Existing Earthern Road

Existing Murrum Road

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

2.510 2.51 150 mm GSB for Drainage layer

1.5 2.66 200 mm GSB for CW

300 mm subgrade

Proposed Cross Section of Road KM 4.80 to 7.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Basavana bagewadi PWD Division, Vijayapur

2.510 2.51 150 mm GSB for Drainage layer

1.5 2.66 200 mm GSB for CW

300 mm existing subgrade

Proposed Cross Section of Road KM 10.00 to 11.00

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE CHIEF ENGINEER

PWP (NORTH ZONE) DHARWAD

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District (Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.050)

Name of Work:Improvement to Marakumbi to Chachadi via Haragoppa road from km 0.000 to 1.800 ,Km 3.000 to 5.600 and Km 8.800 to 10.550 in Bailhongal constituency of Belagavi District(Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.000)

EXECUTIVE ENGINEER

PWD BELAGAVI DIVISION, BELAGAVI DIST

ESTIMATE COST :Rs: 10.00 Lakhs

Division : Belagavi

Sanctioned Estimate No………………………Date

Fund Head : 3054 SH BRIDGE MAINTENANCE

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer PWD Belagavi Division Belagavi Division for the probable expenses that will be incurred in

Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Rs.: 10.00 Lakhs

Administratively approved under No………………………Date

Technically sanctioned under No………………………Date

Estimate prepared By : Mallikarjun B Moratagi,AE

and checked By: Anil M , AEE

Assistant Executive Engineer,

PWD Sub Division, Bailhongal

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

PWD CODE PARA -133

C E R T I F I C A T E

This to Certity that I Shri. Anil M, Asst. Executive-Engineer, PWD Sub-Division,Bailhongal have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.

Assistant-Execuive-Engineer,

C E R T I F I C A T E

(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-6-1991)

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

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.

C E R T I F I C A T E

Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Abstract Estimate

Sl. No Description Total Amount (Rs.)

PC 1' Vent At Ch 7.01 380,762.67

Total 450,000.00

Length can be Covered for Sanctioned Amount #REF!

Asst. Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ, ಸವದತ್ತಿ ತಾಲೂಕಿನ ಬೈಲಹೊಂಗಲ ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ- ಕಡಕೋಳ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಚೈನೇಜ್‌ 85.70 ಹಾಳದ C D ಸುಧಾರಣೆ ಮಾಡುವುದು. ಸದರಿ CD ನಿರ್ಮಾಣ ಕಾಮಗಾರಿಗೆ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಗಳನ್ನು ತಯಾರಿಸಲಾದೆ.

ಸದರಿ ರಸ್ತೆಯನ್ನು ಆಯ್.ಆರ್.ಸಿ.37-2018ರ ವಿನ್ಯಾಸ ಪ್ರಕಾರ ಅಭಿವೃದ್ಧಿ ಪಡಿಸಲು ಈ ಅಂಗಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಬರುವ 2 Box culvert ಕಾಮಗಾರಿಗಳನ್ನು ನಿರ್ಮಿಸಲು ಅಳವಡಿಸಲಾಗಿದೆ. Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2024-25 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ನು ಆದರಿಸಿ ತಯಾರಿಸಿ, ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ತಾಂತ್ರಿಕ ಹಾಗೂ ಆಡಳಿತಾತ್ಮಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

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

2 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

3 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.3)

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

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.5)

7 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

8 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

9 Construction of Embankment by excavating the available approved ravel/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

10 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

11 Providing, laying, spreading and compacting graded stoneaggregate 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.

12 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:383:2016:, 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.

13 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, .

The estimate is submitted for kind approval.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ

ಬೈಲಹೊಂಗಲ ಬೆಳಗಾವಿ

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Abstract Estimate

Sl. No Description Total Amount (Rs.)

Length can be Covered for Sanctioned Amount #REF! #REF!

Asst. Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Mesurment for C.D

Item No Description of work No Measurement Qty

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.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20

2 Rows CD at 85.70 (1 Nos)

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

2 Rows CD at 85.70 (1 Nos)

2 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

2 Rows CD at 85.70 (1 Nos)

3 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.3)

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

Deduct for pipe -4 1.13 1.03 -4.66

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.5)

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 1000mm dia

8 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

2 Rows CD at 85.70 (1 Nos)

Head wall quantity No Length Unit Wt Length Dia Height

9 Construction of Embankment by excavating the available approved ravel/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

Deduct Pipe -2 1.13 8.02 -18.13

10 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

2 Rows CD at 85.70 (1 Nos)

11 Providing, laying, spreading and compacting graded stoneaggregate 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.

2 Rows CD at 85.70 (1 Nos)

12 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:383:2016:, 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.

2 Rows CD at 85.70 (1 Nos)

13 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, .

2 Rows CD at 85.70 (1 Nos)

14 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.

2 Rows CD at 85.70 (1 Nos)

15 Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806

2 Rows CD at 85.70 (1 Nos)

16 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

2 Rows CD at 85.70 (1 Nos)

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Rate Analysis SR 2023-24 Continued for 2024-25

Item No Description of work Unit Qty Rate Amount

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.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 Cum 25.92 933.00 24183.36 4668.54

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 Cum 45.44 102.00 4635.29 4668.54

2 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 Cum 6.47 5918.00 38277.62 49296.94

3 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 26.89 6184.00 166300.13 177653.95

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.3) Cum 26.89 309.20 8315.01

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 23.11 6221.00 143754.25 194263.17

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.5) Cum 23.108 311.05 7187.71

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 1000mm dia m 10.00 16007.00 160070.00 160070

8 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 0.91 69749.00 63247.64 58589.16

9 Construction of Embankment by excavating the available approved ravel/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 Cum 84.21 474.00 39917.34 53746.86

10 Construction of Embankment by excavating the available approved ravel/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 Cum 0.00 474.00 0.00

11 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 Cum 6.23 2359.00 14684.78

12 Providing, laying, spreading and compacting graded stoneaggregate 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. Cum 9.34 2559.00 23894.66

13 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:383:2016:, 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. Cum 12.45 6639.00 82655.55

14 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, . Sqm 19.83 27.00 535.41

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. No 10.00 365.00 3650.00

16 Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 No 4.00 2900.00 11600.00

16 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 14.00 3640.00 50960.00

Total 843868.75

Assistant Executive Engineer, Executive Engineer,

PWD Dept., Sub-Dn, PWD Dept., Dn,

Bailhongal Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Rate Analysis for C.D

Schedule of Rates 2023-24 379.5

S No Description of work SR VOL Page No Item No Unit Basic Rate Add 0% AWT Net Total rate 0.69

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.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 VOL-3 10 2.7(B) Cum 933.00 0.00 933.00 VOL-3 10 2.7(B) 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.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20

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 VOL-1 8 1.14.1 Cum 102.00 0.00 102.00 VOL-1 8 1.14.1 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

2 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 VOL-1 15 2.1.3 Cum 5918.00 0.00 5918.00 VOL-1 15 2.1.3 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 6039.6

3 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL-1 15 2.2.1 Cum 6184.00 0.00 6184.00 VOL-1 15 2.2.1 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.3) VOL-1 15 2.2.1 Addendum I sl no-03 Cum 309.20 0.00 309.20 VOL-1 15 2.2.1 Addendum I sl no-03 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.3)

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL-1 16 2.4.2 Cum 6221.00 0.00 6221.00 VOL-1 16 2.4.2 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 477.44

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.5) VOL-1 16 Addendum I sl no-03 Cum 311.05 0.00 311.05 VOL-1 16 Addendum I sl no-03 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.5)

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 1000mm dia VOL-3 146 16.16 b m 16007.00 0.00 16007.00 VOL-3 146 16.16 b 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 1000mm dia

8 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. VOL-1 18 2.11 h Tonne 69749.00 0.00 69749.00 VOL-1 18 2.11 h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 89646.76875

9 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work VOL-1 7 1.8 Cum 474.00 0.00 474.00 VOL-1 7 1.8 Construction of Embankment by excavating the available approved ravel/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

10 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 VOL 3 23 4.2 B /(v) Cum 2359.00 0.00 2359.00 VOL 3 23 4.2 B /(v) 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

11 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. VOL 3 26 4.17 Cum 2559.00 0.00 2559.00 VOL 3 26 4.17 Providing, laying, spreading and compacting graded stoneaggregate 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.

12 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:383:2016:, 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. VOL 3 149 16.28 Cum 6639.00 0.00 6639.00 VOL 3 149 16.28 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:383:2016:, 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.

13 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, . VOL 3 148 16.26 Sqm 27.00 0.00 27.00 VOL 3 148 16.26 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, .

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. VOL 3 74 8.43 No 365.00 0.00 365.00 VOL 3 74 8.43

15 Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 VOL 3 75 8.45 No 2900.00 0.00 2900.00 VOL 3 75 8.45

16 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 VOL 3 69 8.25 i m 3640.00 0.00 3640.00 3640 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

19 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. No. VOL 3 74 8.43 365 365.00 0.00 365.00 VOL 3 74 8.43 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.

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.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 3 10 2.7(A) Cum 785.00 785.00 - 0.00 - 785.00

(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20

Vol No.3, Page No:10, Item No:2.7(A)

2 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. 3 8 2.10 Cum 481.00 481.00 - #VALUE! - #VALUE!

(IV) Dismantling Stone Masonry B. Rubble Sotne masonry In Cement Mortar.

Vol No.3, Page No:8, Item No:2.1

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Bailhongal PWD Division, Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

2 Rows CD at 85.70 (1 Nos)

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Bailhongal PWD Division, Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

3 Rows CD @ 5.90km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

4 Rows CD @ 6.80km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Bailhongal PWD Division, Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

1 Rows CD @ 1.020 (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Bailhongal PWD Division, Belagavi

Name of Work:Reconstruction of Damaged Cross Drainages at Km. 85.70 on Nagaragali Katakol (SH-138) in Bailhongal/Savadatti Taluk of Belagavi District

Hydraulic Calculation

Pipe Culverts for Two row of 1000mm dia

Catchments area = 15.00 Hectares.

Required Water way A = Q / 10.9

Where A = Water way in Sqmtr.

Q = Catchments area in hectares.

Constant. = 10.9

Consider 1000 mm dia R.C.C. Hume pipe for waterway.

Area of one pipe = ((1.00)2 x 3.142)/4 =0.78 Smtr.

Hence No. of pipe required = 1.37/0.78 =1.76 Nos.

2 row of 1000 mm

Hence waterway provided is sufficient

Assistant Executive Engineer

Sub - Divison Bailhongal

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

1 Rows CD @ 10.30km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

2 Rows CD @ 4.90km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

3 Rows CD @ 5.90km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

4 Rows CD @ 6.80km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Widening and Improvemnts to road from Basavana Bagewadi Karbhantanal Kudari Salawadagi MDR road From KM 4.50 to 7.00 and KM 10.00 to 11.50(Proposed KM 4.80 to 7.00 and 10.00 to 11.00) in Basavana Bagewadi tq Vijayapura dist

SL. No Description of work Unit Length Rate in Rs. Amount in Rs.

1 Road maintenance for 3rd year for road with BM + SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 3.20 28630 91616.00

2 Road maintenance for 4th year for road with BM + SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 3.20 47010 150432.00

3 Road maintenance for 5th 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, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 3.20 58330 186656.00

Total in Rs 428704.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Basavana Bagewadi PWD Division, Vijayapur

Name of the Road : Basavana Bagewadi Krabantanal Kudari salawadagi Road MDR Km 0.00 to 15.00 In Basavan Bagewadi Tq

Road Category: MDR Sub Division : Basavan Bagewadi Division :Vijayapur Circle :Belagavi

0.00 (LAT:16.5747° ) (LONG:75.9755° ) LLC CD CD CD CD CD CD CD 15.00 (LAT:16.5986° ) (LONG:76.0997° )

Last five year road improved details

Subgrade -300mm

PROVISION Subgrade -300mm GSB- 150/200mm

GSB- 150/200mm WMM-250mm

WMM-250mm BM-50mm SDBC - 25mm

BM-50mm SDBC - 25mm

2023-24 Spillover Appendix E work W.I 15322 Over lap 2023-24 SPILLOVER Appendix E work W.I 15322 murram road

Chainage 0.00 L= 15.00 15.00

Legends Description Salient Features 3).Proposed works under Works 2023-24 2).Maintenance for 2024-25 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT 3054 From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Annual Maintenance 2024-25 (More than 5 year) Single Lane Km 0.00 to 15.00 15.00 APPENDIX-E 4.80 7.00 RC 2.20 Above 5 Years 0.00 3.00 Maint 3.00 1 Karabantanal 7.00 7.50 0.50

Proposed Works under 2023-24 Intermediate lane - - 10.00 10.98 RC 0.98 Above 5 Years 10.98 15.00 Maint 4.02 2 0 0.00 0.00 0.00

Work Under progress Two lane _ _ Above 5 Years Maint 0.00

Works Eligible for Renewal Two lane + PS - - Total Length (in Km) 3.18 Above 5 Years total Km 7.02 Total Length (in Km) 0.50

Major Bridges Four lane - - 4). On going works

Minor Bridges Major Bridges - - HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 7.02 Other Department Works

CD / Low level Causeway Minor Bridges _ - APPENDIX-E 0.00 0.00 Rc 0.00 1). Completed Works and under DLP Under From To L (in Km)

Village/ City Name Railway Crossing - - 0.00 0.00 RC 0.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) KRDCL 0.00

Railway Crossing Overlap Length Km 8.00 to 10.00 2.00 0.00 2.60 4.80 RC 2.20 KSHIP 0.00

Annual Maintenance for 2023-24 Total Length (in Km) 0.00 0.00 0.00 ST 0.00 SHDP 0.00

Canal Crossing Total Length (in Km) 13.00 5). Eligible for Renewal 0.00 0.00 Ren 0.00 Total Length (in Km) 0.00

Annual Maintenance 2024-25 (Less than 5 year) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 0.00 0.00 Wd 0.00

0.00 0.00 0.00 Total Length (in Km) 2.20

No. Details Length

1 1). Completed Works and under DLP 2.20

2 2).Maintenance for 2024-25 7.02

3 3).Proposed works under Works 2023-24 3.18

4 4). On going works 0.00

6 village limit 0.50

Total Length (in Km) 15.00