Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District UNDER HOA 5054 KRDCL 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 DEPARTMENT)

GOVT OF KARNATAKA

CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(PUBLIC WORKS DEPARTMENT)

BELAGAVI DIVISION

HEAD OF ACCOUNT:- HEAD OF ACCOUNT:5054-80-190-0-01-132 KRDCL-Capital Expenditure

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರು ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ ರಸ್ತೆ (ರಾಹೆ-30) ಕಿ.ಮೀ. 235.22ರಲ್ಲಿ ಸೇತುವೆ ನಿರ್ಮಾಣ ಮಾಡುವುದು.

ESTIMATED COST RS :- 500.000 LAKHS

PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE

Division. PW Dept. Belagavi Division

Sub - Division. PW Dept.Sub- Dn.Kittur

Fund Head. 5054-80-190-0-01-132 KRDCL-Capital Expenditure

Department Head.

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

Estimated Cost Rs :- 500.000 Lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by by Shri. S. M. Melavanki, (A.E.)

Estimate Checked by Shri. J. I. Gunjatkarpatil ( AEE)

(Call of Authority)

General Description

Assistant Executive Engineer, PW Dept.Sub-Dn.Kittur Executive Engineer, PW Dept Dn.Belagavi

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಚನ್ನಮ್ಮನ ಕಿತ್ತೂರು ತಾಲೂಕಿನ ಸಿಂಧನೂರು ಹೆಮ್ಮಡಗಾ (ರಾಹೆ-30) ಕಿ.ಮೀ. 235.22 ರಲ್ಲಿರುವ ಸೇತುವೆ ಮಳೆಗಾಲದ ಅವಧಿಯಲ್ಲಿ ಸುರಿದ ಮಳೆಯಿಂದ ನೀರು ರಸ್ತೆ ಹರಿದು ಹೋಗುತ್ತಿದ್ದು, ವಾಹನಗಳ ಸಂಪರ್ಕ ಸ್ಥಗಿತವಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಹೊಸ ಬಾಕ್ಸ್ ಕಲ್ವರ್ಟ್ ನಿರ್ಮಿಸಿ ವಾಹನಗಳ ಸುಗಮ ಸಂಚಾರಕ್ಕೆ ಅನುವು ಮಾಡಿಕೊಡಲು 2025-26 ಸಾಲಿನ 5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ನಿಯಮಿತ-ಬಂಡವಾಳ ವೆಚ್ಚ ಅಡಿಯಲ್ಲಿ ಕಾಮಗಾರಿಯು ರೂ. 500.00 ಲಕ್ಷಗಳಿಗೆ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24ನೇ ಸಾಲಿನ (2026-27 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದು ) ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಂದಾಜು ಪಟ್ಟಿಯಲ್ಲಿ ಪರಿಗಣಿಸಲಾಗಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

Construction of Box culvert

1 Dismantling of existing structures like culverts,

2 Dismantling of existing structures like culverts, Dismantling Stone Masonry

3 Earth work excavation for Foundation by mechanical means

4 Providing and Filling in foundation with granite / trap broken metal 100mm

5 Providing and laying in position plain cement concrete Mix 1:3:6 (M10)

6 Providing and laying in position Reinforced cement concrete M25 Design Mix

8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement

9 Providing and laying of Filter media with granular materials/

10 Back filling behind abutment, wing wall and return wall

11 PCC M15 Grade leveling course below approach slab

12 Reinforced cement concrete M30 grade for approach slab

13 Providing and laying Cement concrete wearing coat M-30 grade

14 Construction of precast RCC railing of M30 Grade,

15 Drainage Spouts using 100 mm GI pipe

16 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint

17 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall

18 Providing and laying boulders apron

19 Providing and applying 2 coats of water based cement paint to unplastered concrete surface

20 Providing and applying 2 coats of water based cement paint

21 Providing and laying Filter material underneath pitching in slopes

22 Providing and laying Pitching on slopes laid over prepared filter media

Construction of Pipe Culvert

1 Dismantling of existing structures like culverts, Dismantling Stone Masonry

2 Earth work excavation for Foundation by mechanical means

3 Providing and laying in position plain cement concrete Mix 1:3:6 (M10)

4 Providing and laying in position Reinforced cement concrete M25 Design Mix

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement

7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

8 Construction of Embankment by excavating the available approved Gravel/Murrum

9 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall

10 laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe 100mm/1200mm

11 Providing and applying 2 coats of water based cement paint

Approach road and road safety works

1 Clearing and Grubbing road

2 Scarifying the existing bituminous road surface

3 Earth work excavation for Foundation by mechanical means

4 Compacting original ground

5 Construction of Embankment with approved materials deposited at site from roadway cutting

6 Construction of Embankment by excavating the available approved Gravel/Murrum

7 Construction of sub-grade and earthen shoulders

8 By Mix in Place Method Construction of Granular Sub-Base -100mm

9 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam -150mm

10 A Prime Coat over WMM/WBM

11 Tack coat on Granular surface

12 Providing and laying Dense Graded Bituminous Macadam

13 Providing and laying Bituminous Concrete

14 Providing and constructing un-reinforced plain cement concrete pavement M30 (Grade)

15 Surface Drains in Soil Construction of unlined surface drains

16 Providing and laying of hot applied thermoplastic compound 2.5 mm thick

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye

18 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 60 cm equilateral triangle

19 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm

20 Direction and Place Identification Signs upto 0.9 m2 Size Board

21 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone Ordinary kilometer stone (precast)

22 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone - 200 m stone (precast)

23 Providing and Laying Reinforced Cement Concrete Pipe NP3 - 750 mm dia. /1200mm dia

24 Boundary pillar / guard Stone- Reinforced cement concrete M15 grade boundary pillars

25 Metal Beam Crash Barrier: type - A, "W" : Metal Beam Crash Barrier

26 Providing and applying 2 coats of water based cement paint

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದು ) ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 500.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರರು

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ಕಿತ್ತೂರ

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

TECHNICAL REPORT

The Box Culvert bridge is proposed across nala at km 235.22 Sindhnoor - Hemmadaga road in Chennaman Kittur Taluka Belagavi District

2) CONNECTIVITY

Sindhnoor - Hemmadaga road SH

Since existing Bridge is stone masonry and it is distressed . it is proposed to construct box culvert across nala.

4) DESIGN ASPECT

A New Box culvert is designed with a span of 6m x 4m -3 vents considering the Highest Discharge of Cathment area Method and area velocity Method as per Indian Standard Codes & Approach improvments is proposed for achiving Ruling Gradient.

6) PROVISION FOR IMPROVEMENTS

Box Culvert of 6m x 4.0m-3 vents as per catchment area.

The rates adopted are as per provided SR for the year 2023-24 KPWD SR Rates.

8) CONSTRUCION MATERIALS

Locally available materials such as Gravel, Trap stone,Jelly of good quality are considered

9) COST OF PROJECT

The cost of the improvement of said work is 500 lakhs

10) MODE OF EXECUTION

AS per the norms and procedure of PWD division by calling the Tender and entrusting the work of eligible contractor will be followed.

Assistant Executive Engineer Executive Engineer

PWD, Sub Division,Kittur PWD Division, Belagavi

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

RECAPITULATION SHEET

Sl. No Item of work Amount ( in Rs ) EPROC

1 Construction of Box culvert (6.0m x 4.0m, 3-Vents) 13133101.65 Sign boards 13132376.92

2 Construction of Pipe Culvert 1973800.08 1973339.51

3 Approach road and road safety works 23872173.77 23872212.87

5 Electrical Pole Shifting, HESCOM DEPOSITE & SUPERVISION CHARGES 1000000.00 1000000.00

6 5% tender premium 2299765.45 2299697.83

7 Soil Investigation, Survey, Structural Consultancy charges 232455.90 232443.07

9 Miscellaneous charges, Tree Plantation. 82678.80 84123.23 4006043.43

Section Officer Assistant Executive Engineer Executive Engineer

PWD, kittur Sub division PWD, Division Belagavi

Area Waightage 0 %

Sl.No Item P.No/ Item.No Unit Basic Rate Increment contractor profit Total Rate

1 KSRRB M200-13.2. 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 complete as per specifications. II.By Mechanical Means. MORTH Specification No. 202 139 /18.21 Cum 739.00 0.00 739.00

2 KSRRB M200-15.2. 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 complete as per specifications. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar. MORTH Specification No. 202 140 /18.27 Cum 351.00 0.00 351.00

3 KSRRB M200-15.2. 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 complete as per specifications. ix) Removal of all type of Hume pipes and stacking including eathwork and dismantaling of masonry work- B. Above 600mm to 900mm Dia. 140/18.42 m 362.00 0.00 362.00

4 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 220/ 27.4 cum 50.00 0.00 50.00

5 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 220/ 27.4 Cum 50.00

Add for Dewatering 10% 5.00

6 “KSRRB M2100-3.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means Depth upto 3m” MORTH Specification No. 304 220/ 27.7.1 Cum 279.00

Add for Dewatering 10% 27.90

7 KSRRB M2100 Excavation in all kind of soil KSRRB M2100-2.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “II. A. Mechanical Means Depth 3m to 6m MORTH Specification No. 304 220/ 27.5 Cum 57.00 KSRRB M2100 Excavation in Hard Rock without Blasting KSRRB M2100-4.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “III. Hard rock - (blasting prohibited ) A. Mechanical Means MORTH Specification No. 304 217/ 27.10 Cum 401.00

Add for Dewatering 10% 5.70

8 KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100 222 /27.24 Cum 5633.00 0.00 5762.60

Add diff in cost of Cement 129.60

9 KSRRB M2100-17.2. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100 223/ 27.31 Cum 5554.00 0.00 5737.60

Add diff in cost of Cement 183.60

10 KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height 227/ 28.7.12 Cum 5917.00 0.00 6100.60

Add diff in cost of Cement 183.60

11 KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height 228/ 28.7.13 cum 6540.00 0.00 6723.60

Add diff in cost of Cement 183.60

12 KSRRB M2300-3.1. Furnishung and placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical specification complete as per specification. B. RCC with OPC cement design mix M25 @340kgs with 20mm down size graded granite metal course aggregate @ 0.7cum and Fine aggregate @0.47cum, with super plasticiser @3ltrs to IS9103-1999 Reaffirmed-2008, Case-I usiing concrete mixert MORTH specification No.1500,1600&1700 Height upto 5m 233/ 29.6.1 Cum 7350.00 0.00 7533.60 7601 Rs.

Add diff in cost of Cement 183.60

13 KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 - TMT Bars Fe 500 229 /28.8.2 Tonne 66546.00 0.00 66546.00

Add diff in cost of steel 0.00

14 KSRRB M2300 - TMT bar reinforcement KSRRB M2300-14. Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 1600 - TMT Bars Fe 500 239 /29.29.2 Tonne 68116.00 0.00 68116.00

Add diff in cost of steel 0.00

15 KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200 229 /28.10 Cum 148.00 0.00 148.00

16 KSRRB M2200- Filter Media KSRRB M2200-9. Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications MORTH Specification No. 710.1.4 of IRC:78 & 2200 229 /28.13 cum 1797.00 0.00 1797.00

17 KSRRB M2200-8.1. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification complete as per specifications. A. Granular material MORTH Specification No. 710.1.4 of IRC:78 & 2200 229 /28.11 Cum 800.00 0.00 800.00

18 KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 7 /2.15 Cum 2355.00 0.00 2355.00

19 KSRRB M2700- Approach Slab KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2700 247 /32.6 Cum 6022.00 0.00 16417.00

Add diff in cost of Cement 10395.00

20 KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement at 50kgs / cum and formwork complete as per drawing and Technical specification complete as per specifications MORTH Specification No.1500, 1600, 1700 & 2704 247 /32.7 Cum 10395.00 0.00 10589.40

Add diff in cost of Cement 194.40

21 KSRRB M2300 - 16 Provinding and laying cement concrete wearing coat with OPC cement design mix M30@360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregates @ 0.46 cum, and reinforcement at 75 kgs / cum with superplastisiser@ 3lts confirming to IS9103-1999 Reaffirmed- 2008 including cost of reinforcemnet complete as per drawing and Technical Specifications complete as per specifications MORTH Specfications No. 2702 247 /32.8 Cum 10733.00 0.00 10927.40

Add diff in cost of Cement 194.40

22 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. 188 24.52 Nos 2553.00 0.00 2553.00

23 KSRRB M2700-5. Drainage Spouts complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 247 /32.5 No 1552.00 0.00 1552.00

24 KSRRB M2600-3. (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification complete as per specifications MORTH Specification No. 2605 244 /31.3 m 119.00 0.00 119.00

25 KSRRB M2600- Expansion Joints KSRRB M2600-1. Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2600.4 MORTH Specification No. 2604 244 /31.1 m 1194.00 0.00 1194.00

26 KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 147/ 19.60 Cum 414.00 0.00 0.00 414.00

27 construction of granular sub base grading -V and sub base and drainage layer by providing coarse crushed stone aggregates of granite/basalt material, mixing in a mechanical mix plant at omc, carraige of mixed material to work site, spreading in uniform layers with mortor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, compaction s per specification. clause 401 of morth V revision 153 /20.4 Cum 2002.00 0.00 0.00 2002.00

28 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 155 /20.18 Cum 2069.00 0.00 0.00 2069.00

29 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 158 /21.6 Sqm 34.00

Add diff in cost of emulsion 0.0006*6584.00 3.95

30 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mechancial broom. complete as per specifications. - clause 503 of Morth V revision 159 /21.10 Sqm 12.00

Add diff in cost of 80/100 0.0002*5307.00 1.06

31 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 100/120 TPH capacity H.M.P. with sensor paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen 162 /21.11.6 Cum 6270.00

Add diff in cost of 60/70 0.072*5190.00 373.68

32 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen 163/ 21.20.6 Cum 8100.00

Add diff in cost of 60/70 0.115*5190.00 596.85

33 KSRRB M2500-4.1. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone / Boulder MORTH Specification No. 2504 241 /30.5 Cum 1761.00 1761.00

34 KSSRB M800-16 Boundary Pillars:-Reinforced cement concrete M-15grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specification No.806 183 /24.20 Each 496.00 496.00

35 Providing and fixing RCC name board of size 1.35 x 0.60 x 0.04 mtrs fixed in reinforced cement concrete poles of size 0.10X0.10X2.60 Mtrs in cement concrete M 20 Proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bas and 8mm dia stripes as shown in drawing. the board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be emnedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 Proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineeriong charges of the work. The cost includes excavation cost of the materials cost of steel centrering Transportation charges fixing charges etc.., the work shall be carried out as per the detailed specifications drawing and directions of the Engineer in charge of the work. (P.No 271 I.No.37.60) 271, 37.60 Each 5500 275 5775

Difference in Issue Rate & SR Rates

S.No Material Unit SR rate Issue Rate Difference

4 Cement 1bag 250 277 27

Section Officer Assistant Executive Engineer Executive Engineer

PW,P & I W T Department. PW,P & I W T Department.

PWD, kittur Sub division PWD, Division Belagavi

22 KSRRB M2700-3. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 246 /32.3 m 1713.00 0.00 1713.00

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

MEASUREMENT SHEET ( BOX CULVERT)

Sl No Description of Item Measurement 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. By Mechanical Means B) Prestressed / RCC grade M-20 & above

Existing Deck Slab 1 20.40 6.00 0.60 73.44

Existing Barrage Concrete Wall 10 2.40 0.60 3.00 43.20

Concrete Base Slab 5 3.00 6.00 0.60 54.00

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. iv) Dismantling Stone Masonry (ii). By Mechanical means A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

Masonry Abutment 2 6.00 0.90 4.20 45.36

Masonry Pier 4 6.00 0.60 4.20 60.48

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

curtain wall - D/s 1 20.60 1.20 1.15 28.43

curtain wall - U/s 1 20.60 1.20 1.15 28.43

Return Walls U/s 2 9.50 5.80 1.65 181.83

Return Walls D/s Towards Sangolli 1 9.50 5.80 1.65 90.92

Return Walls D/s Towards Khodanpur 1 24.50 5.80 1.65 234.47

Nala Triming U/s 1 150.00 21.00 0.30 945.00

Nala Triming D/s 1 30.00 21.00 0.30 189.00

4 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

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

curtain wall - D/s 1 20.60 1.20 0.15 3.71

curtain wall - U/s 1 20.60 1.20 0.15 3.71

Return Walls U/s 2 9.70 5.80 0.15 16.88

Return Walls D/s Towards Sangolli 1 9.70 5.80 0.15 8.44

Return Walls D/s Towards Khodanpur 1 24.70 5.80 0.15 21.49

6 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

7 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Curtain wall Raft

curtain wall - D/s 1 20.30 0.90 0.30 5.48

curtain wall - U/s 1 20.30 0.90 0.30 5.48

Curtain wall Stem

curtain wall - D/s 1 19.70 0.30 0.70 4.14

curtain wall - U/s 1 19.70 0.30 0.70 4.14

Return Walls U/s 2 9.70 5.50 0.50 53.35

Return Walls D/s Towards Sangolli 1 10.00 5.50 0.50 27.50

Return Walls D/s Towards Khodanpur 1 25.00 5.50 0.50 68.75

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

Box Culvert- Outer walls 2 12.00 0.45 4.00 43.20

Box Culvert- Inner walls 2 12.00 0.40 4.00 38.40

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

Return Wall Stem U/S 2 10.00 0.40 4.70 37.60

Return Wall Stem D/S Towards Sangolli 1 10.00 0.40 4.70 18.80

Return Wall Stem D/S Towards Khodanpur 1 25.00 0.40 4.70 47.00

Maintenance Steps 1 0.9 0.23 3.75 0.78

10 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Box Culvert- Top slab 1 19.70 12.00 0.60 141.84

appraoch- Bracket 2 12.00 0.30 0.30 2.16

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

Sub Structure of Box Culvert Qty as per Statement 22.70

Sub Structure of Return Wall Qty as per Statement 13.20

Sub Structure of Curtain Wall Qty as per Statement 1.16

Maintenance Steps Qty as per Statement 0.13

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

Super Structure of Box Culvert Qty as per Statement 9.233

nos layers No of sides

Abutment 0 2 2 0

Return Wall 0 2 4 0

13 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Return Walls U/s 2 9.40 0.6 4.7 53.02

Return Walls D/s Towards Sangolli 1 9.40 0.6 4.7 26.51

Return Walls D/s Towards Khodanpur 1 25.0 0.6 4.7 70.50

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

Behind Return Walls

Return Walls U/s 2 9.40 2.65 4.70 234.15

Return Walls D/s Towards Sangolli 1 9.40 2.65 4.70 117.08

Return Walls D/s Towards Khodanpur 1 25.00 2.65 4.70 311.38

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

(SR Page No.147 I.No. 19.60)

Pipe culvert cushion 1 4.6 0.50 0.30 0.69

Pipe culvert Volume 1 4.95 0.64 3.15

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

Approach road Slab 2 12.00 3.50 0.15 12.60

16 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification

Approach Road Slab 2 12.00 3.50 0.30 25.20

17 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Wearing Coat include culvert 1 26.70 11.00 0.075 22.03 43.2

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

Railing 2 26.70 53.40

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

20 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

approach slab 2 12.00 24.00

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

For abt wall 64 0.45 28.80

For Return wall 110 0.40 44.00

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

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

Paint for railing 4 26.70 1.00 106.80

24 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Filter media for stone pitching 1 30.00 2.00 0.15 9.00

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

Stone pitching 1 30.00 2.00 0.30 18.00

Sub Total= 13133101.65

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD, kittur Sub division PWD, Division Belagavi

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

Rate Analysis for Box Culvert

Additionalities on concrete formwork for box culvert 20%

Additionalities on concrete formwork for Retaining Wall 10%

overhead charges of vol 1 items of excavation and concrete 9.09%

Sl.No. ITEM Item No / Volume Page Unit Rate over head charges Revised Rate Additionalities for Form Work Add A.W 0% Amount (in Rs.)

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. By Mechanical Means B) Prestressed / RCC grade M-20 & above 2.8,B (Vol 3) 10 m3 1108.00 1108.00 1108.00

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. iv) Dismantling Stone Masonry (ii). By Mechanical means A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means 2.11 (Vol 3) 10 m3 180.00 180.00 180.00

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. soil 1.14.1(Vol 1) 8 m3 102.00 9.27 111.27 111.27 10% over head charges

4 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 1.23 (Vol 1) 11 m3 2682.00 2682.00 2682.00

5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3(Vol 1) 15 m3 5918.00 537.95 6455.95 6455.95 10% over head charges

6 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 566.03 6793.03 1245.40 8038.43 10% over head charges, 20% formwork of box culvert

7 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 566.03 6793.03 622.70 7415.73 10% over head charges, 10% formwork of return/curtain walls

8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3(Vol 1) 16 m3 6227.00 566.03 6793.03 1245.40 8038.43 10% over head charges, 20% formwork of box culvert

9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3(Vol 1) 16 m3 6227.00 566.03 6793.03 622.70 7415.73 10% over head charges, 10% formwork of return/curtain walls

10 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 (Vol 1) 17 m3 6734.00 612.12 7346.12 1346.80 8692.92 10% over head charges, 20% formwork of box culvert

11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 2.11 c (Vol 1) 18 Ton 87532.00 87532.00 87532.00

12 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges) 2.11 d (Vol 1) 18 Ton 87758.00 87758.00 87758.00

13 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 12.4 (Vol 3) 117 m3 2677.00 2677.00 2677.00

14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material 12.3 A (Vol 3) 117 m3 1168.00 1168.00 1168.00

15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 13.8(Vol 3) 121 m3 6727.00 6727.00 6727.00

16 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification 13.9 (Vol 3) 122 m3 11201.00 11201.00 11201.00

17 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 13.2 (Vol 3) 121 m3 13087.00 13087.00 13087.00

18 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 13.4 (Vol 3) 121 m 2126.00 2126.00 2126.00

19 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 13.7 (Vol 3) 121 No's 3271.00 3271.00 3271.00

20 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 13.15,ii (Vol 3) 123 m 137.00 137.00 137.00

21 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 12.1 (Vol 3) 117 m 138.00 138.00 138.00

22 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 14.1 (Vol 3) 129 m3 1912.00 1912.00 1912.00

23 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 13.14 (Vol 3) 123 Sqm 84.00 84.00 84.00

24 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 14.5 (Vol 3) 129 m3 3036.00 3036.00 3036.00

25 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder 14.4 A (Vol 3) 129 m3 1912.00 1912.00 1912.00

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD, kittur Sub division PWD, Division Belagavi

Steel Calculation

No of footings /peirs/ abutments etc Diameter in mm Spacing in cm No of Bars Length of Bar in m Total Length Constant Kg/mtr Qty in Kg

For Pier Footings

Abutment Footings

Return walls Footings

Say Tonne 47.57

Ded steel Qty included in Approach slab Item 50kg/cum

Qty Considered for Steel Item 561.78

Grand Total 48.13

Section Officer Assistant Executive Engineer Executive Engineer

PW,P & I W T Department. PW,P & I W T Department. .

Sub division Mudhol. Division Bagalkot.

1) Dismantal RCC items No. L B D carraige way width= 10 m

1 RCC Slab 0 0 0 0 Return wall length 3.5 m 3.5m

2 Thickness of PCC= 0.15 m

2) Dismantal Rubble course, hume pipes Return wall Avg GL= 98 m

1 Stone masonry 0 0 0 0 Length of aproach either side= 25 m

2 Hume pipes 0 0 Return top stem width= 0.3 m % distrtibution

Upstream 0 0 0 0 <3m <3m 3m-6m

Downstream 0 0 0 0 fdn 82.2 0 17.8 100

no's return 100

3) Excavation GL Exc Lvl difference 1 2 hard check

1 Abutment 1 1 10.3 5.1 0.00 Abutment details No l b d heel slab L

2 Abutment 2 1 10.3 5.1 0.00 base slab 10 4.8 0.8 1.4

5 Pier 3 0 15.3 5.3 0.00 Pier details No l b D d avd depth

6 Return Wall s 4 2.1 4.5 0.00 Pier footing 1 15 5 1 0.5 A1 A2 Avg Depth cum Avg Depth

5) Excavation Hard Rock/other Type S (same level)/ D (diffr level) Return details l b d Toe slab L

1 Abutment 1 1 10.3 5.1 0.50 D Return wall base 3.5 4.2 0.6 1.8

2 Abutment 2 1 10.3 5.1 0.50 Return wall stem 3.5 0.45 6.65000000000001

3 Pier 1 15.3 5.3 0.58 return wall key 3.5 0.6 0.2

5 Pier 3 0 15.3 5.3 0.03 Abt dirt wall= 10 0.4 0.8

6 Return Wall s 4 2.1 4.5 0.00 Abt cap= 10 0.8 0.4

7 Return wall key 4 2.1 0.6 0.00 Pier cap 10.8 1 0.4

6) PCC M15 Deck slab 2 10.79 10 0.7

1 Abutment 1 1 10.3 5.1 0.15 Extra length of crash barrier

4 Pier 2 0 15.3 5.3 0.15 Total Steel of Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28 Ton

5 Pier 3 0 15.3 5.3 0.15 Deck Slab & Kerbs 19.6 Ton 47.6

6 Return Wall s 4 3.5 4.5 0.15

7 Return wall key 4 3.5 0.6 0.15

Approach avg width 7.9 m

7) M25 Concrete- Footing Approach avg Depth 0.9 m

1 Abutment 1 1 10 4.8 0.80

2 Abutment 2 1 10 4.8 0.80 weep holes No's abt 32

3 Pier 1 15 5 1.00 Return 28

4 Pier 2 0 15 5 1.00 weep holes total No's 60 No's

5 Pier 3 0 15 5 1.00 No's l b d

6 Return Wall 4 3.5 4.2 0.60 stone pitching 4 10 2.6 0.3

7 Return Wall key 4 3.5 0.6 0.20 nala pitching 0 19.98 0 0.3

guard stone no's 20 no's 60

1 Abutment 1 1 10 0.8 5.45

2 Abutment 2 1 10 0.8 5.45

3 Dirt Wall 2 10 0.4 0.8

7 Ease waters 2 0.4 0.8 5.00

8 Return Wall s 4 3.5 0.45 5.00

9) M25 T-beam & Slab 5m-10m

Abutment Cap 2 10 0.8 0.4

Pier Caps 1 10.8 1 0.4

Ease waters 2 0.4 0.8 2.55

Deck Slab 2 10.79 10 0.7

Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28.00

Deck Slab & Kerbs 19.60

Wep Holes - No's 60.00

13) Filter media

Abutment 2 9.1 0.6 4.25

Return Wall 4 2.9 0.6 4.70

14) Back filling behind Abt,Rtrn wall

Abutment & Return wall 2 2.9 7.9 4.70

15) Filling foundation outer side Soil Type (typr : rock) if rock is there

Abutment 0 10.3 1.5 1.85 soil

Retaining Wall 0 2.1 1.8 2.70

16) Approach slab

17) Approach Slab 2 3.5 9.4 0.30

18) cement wearing coat

19) Crash Barrier

20) Drainage Spout

Drainage Spout-No's 2 8

21) Compresible Fibre

Return wall 4 6.65

22) Expansion joint of deck

joint deck- 3 10

23) Subgrade no l b d

Approach Road between return walls 2 0 9.4 4.70

Approach Roads 2 25 7.9 0.90

Shoulders 4 25 1.5 0.78

24) Granular Subbase

Approach Road between return walls 2 0 9.4 0.15

Approach Roads 2 25 7.9 0.15

Approach Road between return walls 2 0 9.4 0.225

Approach Roads 2 25 7.5 0.225

26) Primer coat

Approach Road between return walls 2 0 9.4

Approach Roads 2 25 7.5

Bridge Length 1 0 9.4

Approach Roads 2 25 7.5

28) bitumin macadam

Bridge Length 1 0 9.4 0.050

Approach Roads 2 25 7.5 0.050

29) semi dence bitumin

Bridge Length 1 0 9.4 0.025

Approach Roads 2 25 7.5 0.025

30) stone pitching

Approach roads 4 10 2.6 0.30

Nalla Bed 0 19.98 0 0.3

31) guard stone

guard stone-no's 20.00

Sl No Specification Unit Qty Rate Amount

1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.

Details of Cost for 180 m3

Average output of Hydraulic Excavator per hour=30m3

Hydraulic Excavator1.1m3 capacity hr 6 1550 9300

Usage charges of Tipper hr 2 1412 2824

Mazdoor Heavy Day 0.9 589 530.10

Mazdoor Light Day 2 589 1178

Sub Total 13832.10

C Add Water charges, Shoring and shuttering and sundries 2% (A+B) 276.64

D Over Head Charges 20% (A+B+C) 2821.75

Contractor Profit 10% (A+B+C+D) 1693.05

Cost for 180m2 18623.54

Cost for 1 m3 M3 103.46

1 Vol - 3 -Chapter -2- SITE CLEARANCE 2.8.ii.b Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Prestressed / RCC grade M-20 & above --- m³ 1108 1108 1 1108

2 Vol - 1 -Chapter -I- Earth Work 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth --- m³ 95 103.64 1 103.64

3 Vol - 1 -Chapter -I- Earth Work 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m --- m³ 102 111.27 1 111.27

4 Vol - 1 -Chapter -I- Earth Work 1.23 Mechanical Means - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. --- m³ 2682 2682 1 2682

5 Vol - 1 -Chapter -II- Concrete Works 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates --- m³ 5918 6455.95 1 6455.95

6 Vol - 1 -Chapter -II- Concrete Works 2.2.3 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates --- m³ 6227 8151.64 1 8151.64

7 Vol - 1 -Chapter -II- Concrete Works 2.2.3 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates --- m³ 6227 8151.64 1 8151.64

8 Vol - 1 -Chapter -II- Concrete Works 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates --- m³ 6227 8151.64 1 8151.64

9 Vol - 1 -Chapter -II- Concrete Works 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates --- m³ 6734 8815.34 1 8815.34

10 Vol - 1 -Chapter -II- Concrete Works 2.11.c Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges --- t 87532 87532 1 87532

11 Vol - 1 -Chapter -II- Concrete Works 2.11.d Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges --- t 87758 87758 1 87758

12 Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 --- m³ 2677 2677 1 2677

13 Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES 12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 --- m³ 1168 1168 1 1168

14 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 --- m³ 6727 6727 1 6727

15 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 1500, 1600, 1700 & 2704 --- m³ 11201 11201 1 11201

16 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702 --- m³ 13087 13087 1 13087

17 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.4 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 --- m 2126 2126 1 2126

18 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 --- No 3271 3271 1 3271

19 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.15.ii Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 --- m 137 137 1 137

20 Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES 12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 --- m 138 138 1 138

21 Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS 14.1.A Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. - Boulder Laid Dry Without Wire Crates. Ref to MoRT&H : IRC - 2503 --- m³ 1912 1912 1 1912

22 Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES 13.14 Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.. Ref to MoRT&H : IRC - 800 --- m² 84 84 1 84

23 Vol - 2 -Chapter -5- Stone Masonry Works 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) --- m³ 6364 6364 1 6364

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

MEASUREMENT SHEET (PIPE CULVERT)

No Rows Pipe Dia L

CD-1 (Approach Road) 1 1 1.20 20.00 New CD

CD-3 (Ch. 234.10) 1 5 1.20 12.50 Existing CD Widening (7.5m to 12.5m)

Item No Description of Item Measurement Qty Rate Amount

No. Sides L B D

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. iv) Dismantling Stone Masonry (ii). By Mechanical means A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

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

For Pipe Laying

CD-1 (Approach Road) 1 1 20.00 1.90 1.37 52.06

CD-1 (Approach Road) 1 2 4.40 1.48 0.45 5.86

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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

CD-1 (Approach Road) 1 2 4.40 1.48 0.15 1.95

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

CD-1 (Approach Road) 1 2 4.10 1.18 2.20 21.29

Deduct Pipe Area

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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Head Wall Concrete

CD-1 (Approach Road) 1 2 4.10 0.45 0.60 2.21 2

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (All other type of structures) #REF! #REF!

CD-1 (Approach Road) Qty as per Statement 0.36

CD-2 (Ch. 234.68& 235.02) Qty as per Statement 0.68

CD-3 (Ch. 234.10) Qty as per Statement 1.22

7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Refilling Pipe Laying Area

CD-1 (Approach Road) 1 1 18.27 1.90 1.37 47.56

Deduct Pipe Area

8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off, Add 8% per m³ for works under foul & sullage situation

Filling Pipe Laying Area

Deduct Pipe Area

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

Weep Holes for Wall Concrete

CD-1 (Approach Road) 1 2 3 1.18 7.08

10 Laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . i.1000mm

11 Laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . ii.1200mm

CD-1 (Approach Road) 1 1 20.00 20.00

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

Head Wall Painting

CD-1 (Approach Road) 1 2 9.10 0.60 10.92

Sub Total= 1973800.08

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD, kittur Sub division PWD, Division Belagavi

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

Rate Analysis for (PIPE CULVERT)

Sl.No. ITEM Item No / Volume Page Unit Rate Formwork over head charges lift charges Revised Rate Add A.W 0% Amount (in Rs.)

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. iv) Dismantling Stone Masonry (ii). By Mechanical means A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means 2.11 (Vol 3) 10 m3 180.00 180.00 0.00 180.00

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. soil 1.14.1(Vol 1) 8 m3 102.00 102.00 0.00 102.00

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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3(Vol 1) 15 m3 5918.00 5918.00 0.00 5918.00

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 311.35 6538.35 0.00 6538.35 5% formwork of CD wall

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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3(Vol 1) 16 m3 6227.00 498.16 6725.16 0.00 6725.16 8% formwork of CD Headwall

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (All other type of structures) 2.11 h (Vol 1) 18 Ton 80019.00 80019.00 0.00 80019.00

7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1.9 (Vol 1) 7 m3 266.00 266.00 0.00 266.00

8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off, Add 8% per m³ for works under foul & sullage situation 1.8 (Vol 1) 7 m3 474.00 474.00 0.00 474.00

9 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 12.1 (Vol 3) 117 m 138.00 138.00 0.00 138.00

10 Laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . i.1000mm 9.1.i(Vol 3) 87 m 9479.00 9479.00 0.00 9479.00

11 Laying Reinforced Cement Concrete Pipe nP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . ii.1200mm 9.1.ii(Vol 3) 87 m 10767.00 10767.00 0.00 10767.00

12 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 13.14 (Vol 3) 123 Sqm 84.00 84.00 0.00 84.00

Section Officer Assistant Executive Engineer, Executive Engineer,

PWD, kittur Sub division PWD, Division Belagavi

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

Measurement Sheet for Road Improvement

Approach Road Towards Sangolli 75.00 Scarifying the existing 3.75m CW, Compaction, Subgrade-300mm, GSB-200mm, WMM-250mm, DBM-50mm & BC-30mm

Approach Road Towards Kittur- Khodanpur MDR 100.00 Scarifying the existing 3.75m CW, Compaction, Subgrade-300mm, GSB-100mm, WMM-150mm, PQC-200mm

SH-30 - 233.93 to 235.22 1290.00 Scarifying the existing 3.75m CW, Compaction, GSB-200mm, WMM-250mm, DBM-50mm & BC-30mm 233.93 235.22 1.29

Bell Mouth Area=927.5 m2 Scarifying the existing 3.75m CW, Compaction, Subgrade-300mm, GSB-100mm, WMM-150mm, PQC-200mm 927.5

Sl. No Description of Item Nos/Sides Measurement Qty Rate Amount

1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) )

Approach Road Towards Sangolli 2 75.00 2.71 405.75 9.16 5.41 2.71 4.06

Approach Road Towards Kittur- Khodanpur MDR 2 100.00 2.63 525.00 9.00 5.25 2.63 5.25

Deduct 40% Voids 60% 4281.39 28.54

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

Approach Road Towards Sangolli 1 75.00 3.75 281.25

Bell Mouth Area=927.5 m2 1 927.50 927.50

Considering 50% Area 50% 3023.13

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

In Village Limits 1 200.00 8.56 0.33 564.96

4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

Approach Road Towards Sangolli 1 75.00 9.16 0.15 103.05

Approach Road Towards Kittur- Khodanpur MDR 1 100.00 9.00 0.15 135.00

Bell Mouth Area=927.5 m2 1 927.50 0.15 139.13

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

Reuse 25% of Cutting Qty 141.24

6 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off, Add 8% per m³ for works under foul & sullage situation

As per calculation sheet 607.86

Deduct Reuse Qty -141.24

7 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 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6)

Approach Road Towards Sangolli 1 75.00 8.86 0.30 199.35

Approach Road Towards Kittur- Khodanpur MDR 1 100.00 8.70 0.30 261.00

Bell Mouth Area=927.5 m2 1 927.50 0.30 278.25

Approach Road Towards Sangolli 2 75.00 1.190 0.38 67.83

Approach Road Towards Kittur- Khodanpur MDR 2 100.00 1.175 0.35 82.25

8 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 (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v)

For Full Road Width

Approach Road Towards Sangolli 1 75.00 8.41 0.15 94.61

Approach Road Towards Kittur- Khodanpur MDR 1 100.00 8.30 0.10 83.00

Bell Mouth Area=927.5 m2 1 927.50 0.10 92.75

For Carriage way Width

Approach Road Towards Sangolli 1 75.00 5.50 0.05 20.63

9 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17)

Approach Road Towards Sangolli 1 75.00 5.50 0.250 103.13

Approach Road Towards Kittur- Khodanpur MDR 1 100.00 5.50 0.150 82.50

Bell Mouth Area=927.5 m2 1 927.50 0.150 139.13

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

Approach Road Towards Sangolli 1 75.00 5.50 412.50

Approach Road Towards Kittur- Khodanpur MDR 0 100.00 5.50 0.00

11 Tack coat on Granular surface treated with primer.Providing and applying tack coat with RS1 Bituminous mulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface.

Approach Road Towards Sangolli 1 75.00 5.50 412.50

Approach Road Towards Kittur- Khodanpur MDR 0 100.00 5.50 0.00

12 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.5% by weight of mix, and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ii)Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA

Approach Road Towards Sangolli 1 75.00 5.50 0.05 20.63

Approach Road Towards Kittur- Khodanpur MDR 0 100.00 5.50 0.05 0.00

13 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsn. Bituminous concrete Grading - II for traffic <20 MSA (C)

Approach Road Towards Sangolli 1 75.00 5.50 0.03 12.38

Approach Road Towards Kittur- Khodanpur MDR 0 100.00 5.50 0.03 0.00

14 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 approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

Approach Road Towards Kittur- Khodanpur MDR 1 100.00 5.50 0.20 110.00

15 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A)

Approach Road Towards Sangolli 2 75.00 150.00

Approach Road Towards Kittur- Khodanpur MDR 2 100.00 200.00

Considering 75% Area 75% 2197.50 732.50

16 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

Approach Road Towards Sangolli 2 75.00 0.10 15.00

Approach Road Towards Kittur- Khodanpur MDR 2 100.00 0.10 20.00

Bell Mouth Area=927.5 m2 2 45.00 0.10 9.00

Crossings 4 4 5.50 0.10 8.80

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

Along the road 2 84 168

At Curves 2 20 40

18 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]

19 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 60 cm circular. Ref to MoRT&H : IRC - 801

20 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. [I.No.-8.48 / Page-76 of PWD SR (Vol. 3) 2023-24]

At Curves 1 4 4

21 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24]

Direction Board 2 1.20 0.90 2.16

22 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

23 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

24 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

At field approaches 3 5.00 15

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

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

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

Boundary pillar painting 80 0.60 0.60 28.80

Sub Total= 23872173.77

Construction of Bridge on Sindhnoor - Hemmadaga road (SH-30) at km 235.22 in Chennaman Kittur Taluka of Belagavi District

Sl. no Description of Item Unit S.R 2023-24 Basic rate Area weightage Final rate (Rs. )

Improvements to Road

1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) ) 100m2 (Vol-3, P.No-9, I.No-2.5(ii)a 393.00 0.00 393.00

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead m2 (Vol-3, P.No-17, I.No-3.5) 6.00 0.00 6.00

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. soil m3 (Vol-1, P.No-8, I.No-1.14.1) 102.00 0.00 102.00

4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 (Vol-3, P.No-17, I.No-3.7) 105.00 0.00 105.00

5 Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) m3 (Vol-1, P.No-7, I.No-1.7) 119.00 0.00 119.00

6 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off, Add 8% per m³ for works under foul & sullage situation m3 (Vol-1, P.No-7, I.No-1.8) 474.00 0.00 474.00

7 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 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6) m3 (Vol-3, P.No-17, I.No-3.6) 493.00 0.00 493.00

8 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 (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v) m3 ( Vol-3, P.No-23, I.No-4.2 v) 2359.00 0.00 2359.00

9 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17) m3 (Vol-3, P.No-26, I.No-4.17) 2559.00 0.00 2559.00

10 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. m2 (Vol-3, P.No-29, I.No-5.1) 63.00 0.00 63.00

11 Tack coat on Granular surface treated with primer.Providing and applying tack coat with RS1 Bituminous mulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface. m2 (Vol-3, P.No-29, I.No-5.4) 22.00 0.00 22.00

12 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.5% by weight of mix, and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ii)Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA m3 (Vol-3, P.No-36, I.No-5.12(c)) 12556.00 0.00 12556.00

13 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsn. Bituminous concrete Grading - II for traffic <20 MSA (C) m3 (Vol-3, P.No-38, I.No-5.16(c)) 14764.00 0.00 14764.00

14 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 approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 (Vol-3, P.No-149, I.No-16.28) 6639.00 0.00 6639.00

15 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) m (Vol-3, P.No-144, I.No-16.8b) 25.00 0.00 25.00

16 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. m2 (Vol-3, P.No-67, I.No-8.15 ) 530.00 0.00 530.00

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. each (Vol-3, P.No-74, I.No8.43) 365.00 0.00 365.00

18 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] each (Vol-3, P.No-64, I.No-8.6 (iv)) 3591.00 0.00 3591.00

19 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 60 cm circular. Ref to MoRT&H : IRC - 801 each (Vol-3, P.No-64, I.No-8.6 (viii)) 4336.00 0.00 4336.00

20 Chevron Boards: Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. [I.No.-8.48 / Page-76 of PWD SR (Vol. 3) 2023-24] No (Vol-3, P.No-76, I.No-8.48) 3573.00 0.00 3573.00

21 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24] Sqm (Vol-3, P.No-65, I.No-8.7) 8995 0.00 8995.00

22 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each (Vol-3, P.No-67, I.No-8.16(ii)) 2889.00 0.00 2889.00

23 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each (Vol-3, P.No-67, I.No-8.16(iii)) 820.00 0.00 820.00

24 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24] m (Vol-3, P.No-146, I.No-16.15(c)) 3335.00 0.00 3335.00

25 Boundary pillar / guard Stone- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each (Vol-3, P.No-67, I.No-8.18) 733.00 0.00 733.00

26 Metal Beam Crash Barrier: type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Metal Beam Crash Barrier: type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Metal Beam Crash Barrier: type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m (Vol-3, P.No-69, I.No-8.25(i)) 3640.00 0.00 3640.00

27 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm (Vol-3, P.No-123, I.No-13.14) 84.00 0.00 84.00

Construction of Bridge at km 235.22 Sindhnoor - Hemmadaga road in Chennaman Kittur Taluka Belagavi District

Overall Embankment Quantity for Approach Road for Bridge

Statement No. 1

Chainage Length Required Level for banking Existing GL Height Top Width Bottom Width Area Mean Area Qtty. in Cum

Towards Sangolli

Quantity = 279.70

Statement No. 2

Chainage Length Required Level for banking Existing GL Height Top Width Bottom Width Area Mean Area Qtty. in Cum

Towards Khodanpur 0.750 d t b cs avg cs vol

Quantity = 328.15

Net Banking Qtty.= 607.86

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Kittur PWD Division Belagavi

Construction of Bridge at km 235.22 Sindhnoor - Hemmadaga road in Chennaman Kittur Taluka Belagavi District

Overall Embankment Quantity for Approach Road for Bridge

Statement No. 1

Chainage Length B.S I.S F.S H.I R.L REMARKS

Towards Sangolli

Towards Khodanpur

Towards Ktr-Khodanpur MDR

Assistant Engineer, Assistant Executive Engineer,

PWD, kittur Sub division

Construction of Bridge at km 235.22 Sindhnoor - Hemmadaga road in Chennaman Kittur Taluka Belagavi District

skew carraige way width O-O= 12.00 m carraige way width O-O= 12.00

Item Dia (mm) length (m) Description No Kg/m Quantity (Tons) Remarks Bar Shape

Bottom raft 16 20.80 61.00 61 1.580 2.005 (I) Top mesh straight bars 20.80

16 4.20 4.2*3nos 183 1.580 1.215 (J) Top mesh curtail bars 4.20

20 20.80 61.00 61 2.469 3.133 (G) Bottom mesh straight bars 20.80

20 3.60 3.6*2nos 122 2.469 1.084 (H) Bottom mesh curtail bars 3.60

20 2.40 2.4*2nos 122 2.469 0.723 (H) Bottom mesh curtail bars 2.40

Distribution 12 12.50 120.00 120 0.889 1.333 (A) Distribution 12.50

Distribution 12 12.50 120.00 120 0.889 1.333 (A) Distribution 12.50

key wall 10 2.40 140nos x 2 side 280 0.617 0.415 key wall steel

10 20.80 8 nos x 2 side 16 0.617 0.205 key wall steel 20.80

Foundation of Box Culvert= 11.447

Haunch bars 12 1.90 81X12sides 972 0.889 1.642 (B) Haunch bars 0.2 1.5 0.2

Vertical wall 16 6.20 81x2X4 walls 648 1.580 6.349 (C) Straight 0.5 5.2 0.5

Distribution 12 12.40 37x2*4 Nos 296 0.889 3.263 (A) Distribution 12.40

Sub Structure of Box Culvert= 11.253

Top slab 16 20.20 101.00 101 1.580 3.224 (D) Bottom mesh straight

16 20.20 51.00 51 1.580 1.628 (E) Top straight mesh

Distribution 12 12.50 117+2Nos 234 0.889 2.600 (A) Distribution 12.50

Super Structure of Box Culvert= 9.233

Total Box Culvert Steel Qty= 31.933

Return wall L= 10.00 m

Footing 10 6.00 51Nos 51 0.617 0.189 Top main bar

Footing 10 3.85 51Nos 51 0.617 0.121 Top main extra bar - Toe 3.85

Footing 10 6.00 51Nos 51 0.617 0.189 Bottom main bar

Footing 10 2.65 51Nos 51 0.617 0.083 Bottom main extra bar - Heel 2.65

Distribution 10 10.00 31x2 nos 62 0.617 0.383 10.00

wall 12 6.05 51Nos 51 0.889 0.274 Main bar road side

12 6.05 68nos 68 0.889 0.366 Main bar emback side

16 3.35 92nos 92 1.580 0.487 Main extra bar emback side

Distribution 10 10.00 25 nos x2side 50 0.617 0.309 10.00

Return wall Total Steel= 2.401 4sides 13.20

Curtain walls length= u/s(2+20.3+2) d/s (4.0+20.3+4.0)

Maintenance Steps

CD-1 (Approach Road) length= 4.10 m

Distribution 8 5.10 80nos 80 0.395 0.161 5.10

Distribution 8 5.10 76nos 76 0.395 0.153 5.10

CD-3 (Ch. 234.10) length= 13.50 m

Distribution 8 14.70 88nos 88 0.395 0.511 14.70

skew carraige way width O-O= 12.00 m carraige way width O-O= 12.00

Item Dia (mm) length (m) Description No Kg/m Quantity (Tons) Remarks Bar Shape

Bottom raft 16 20.80 61.00 61 1.580 2.005 (I) Top mesh straight bars 20.80

16 4.20 4.2*3nos 183 1.580 1.215 (J) Top mesh curtail bars 4.20

20 20.80 61.00 61 2.469 3.133 (G) Bottom mesh straight bars 20.80

20 3.60 3.6*2nos 122 2.469 1.084 (H) Bottom mesh curtail bars 3.60

20 2.40 2.4*2nos 122 2.469 0.723 (H) Bottom mesh curtail bars 2.40

Distribution 12 12.50 120.00 120 0.889 1.333 (A) Distribution 12.50

Distribution 12 12.50 120.00 120 0.889 1.333 (A) Distribution 12.50

key wall 10 2.40 140nos x 2 side 280 0.617 0.415 key wall steel

10 20.80 8 nos x 2 side 16 0.617 0.205 key wall steel 20.80

Foundation of Box Culvert= 11.447

Haunch bars 12 1.90 81X12sides 972 0.889 1.642 (B) Haunch bars 0.2 1.5 0.2

Vertical wall 16 6.20 81x2X4 walls 648 1.580 6.349 (C) Straight 0.5 5.2 0.5

Distribution 12 12.40 37x2*4 Nos 296 0.889 3.263 (A) Distribution 12.40

Sub Structure of Box Culvert= 11.253

Top slab 16 20.20 101.00 101 1.580 3.224 (D) Bottom mesh straight

16 20.20 51.00 51 1.580 1.628 (E) Top straight mesh

Distribution 12 12.50 117+2Nos 234 0.889 2.600 (A) Distribution 12.50

Super Structure of Box Culvert= 9.233

Total Box Culvert Steel Qty= 31.933

Return wall L= 10.00 m

Footing 10 6.00 51Nos 51 0.617 0.189 Top main bar

Footing 10 3.85 51Nos 51 0.617 0.121 Top main extra bar - Toe 3.85

Footing 10 6.00 51Nos 51 0.617 0.189 Bottom main bar

Footing 10 2.65 51Nos 51 0.617 0.083 Bottom main extra bar - Heel 2.65

Distribution 10 10.00 31x2 nos 62 0.617 0.383 10.00

wall 12 6.05 51Nos 51 0.889 0.274 Main bar road side

12 6.05 68nos 68 0.889 0.366 Main bar emback side

16 3.35 92nos 92 1.580 0.487 Main extra bar emback side

Distribution 10 10.00 25 nos x2side 50 0.617 0.309 10.00

Return wall Total Steel= 2.401 4sides 13.20

Curtain walls length= u/s(2+20.3+2) d/s (4.0+20.3+4.0)

Drain length= #REF! m

Main U Bar 10 2.10 801nos #REF! 0.617 #REF! 2.10

Distribution 8 #REF! 12nos 12 0.395 #REF! #REF!

CD length= 4.10 m

Distribution 8 4.10 9 x 2 x 2nos 36 0.395 0.058 4.10

Distribution 8 4.10 60nos 4 0.395 0.006 4.10

Distribution 8 4.10 40nos 40 0.395 0.065 4.10

CD length= 13.50 m

Height= #REF! m

Distribution 8 13.50 9 x 2 x 2nos 36 0.395 0.192 13.50

Main Bar 10 #REF! 28 x 2 x 2nos 364 0.617 #REF! #REF!

Distribution 8 13.50 60nos #REF! 0.395 #REF! 13.50

Distribution 8 13.50 40nos 40 0.395 0.213 13.50

Total Steel #REF! tons

Total= #REF! Tons

Design of Flexible Pavement

(As Per IRC 37-2018 P-9 Clause 4.6 ) 4.5 Lateral Distribution of Commercial Traffic over the Carriageway 4.2.2 Traffic growth rates shall be established for each category of commercial vehicles. In

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r 4.5.1 Lateral distribution the absence of data for estimation of the annual growth rate of commercial vehicles or when the

N = The cumulative number of standard axles to be catered for in the design in terms of msa Lateral distribution of commercial traffic on the carriageway is required for estimating the design estimated growth rate is less than 5 per cent, a minimum annual growth rate of 5 per cent should

A = Initial traffic in the year of completion of construction in terms of the number of Commercial Vehicles Per Day (CVPD). traffic (equivalent standard axle load applications) to be considered for the structural design of be used for commercial vehicles for estimating the design traffic.

D = Lane distribution factor 0.75 Clause 4.5.1 (i) pavement. The following lateral distribution factors may be considered for roads with different 4.3 Design Period

F = Vehicle damage factor = 3.50 3.5 Clause 4.4.6 types of the carriageway: 4.3.1 The design period to be adopted for pavement design is the time span considered

r = Annual growth rate of commercial vehicles =5.00% 0.05 Clause 4.2.2 4.5.1.1 Single-lane roads appropriate for the road pavement to function without major rehabilitation. It is recommended

n = Design life in years 20 Years (Clause 4.3.2) SH & NH 20 YEARS Traffic tends to be more channelized on single-lane roads than on two-lane roads and to allow that a design period of 20 years may be adopted for the structural design of pavements for

The traffic in the year of Completion is Estimated MDR 15 YEARS for this concentration of wheel load repetitions, the design should be based on the total number National Highways, State Highways and Urban Roads. For other categories of roads, a design

A = P*(1+r)x (sum) of commercial vehicles in both directions. period of 15 years is recommended. Pavements for very high density corridors (more than 300

P = No. of commercial vehicles as per last count 543 Per day 4.5.1.2 Intermediate lane roads of width 5.50 m msa) and expressways shall preferably be designed as long-life pavements. Otherwise, for such

X = . The design traffic should be based on 75 per cent of the two-way commercial traffic. corridors, the pavement shall be designed for a minimum period of 30 years. The commercial

A = P* (1+0.05)1 570.00 4.5.1.3 Two-lane two-way roads traffic, converted into equivalent repetitions of the standard axle, and adjusted for directional

N = 365*((1+r)n-1)*A*D*F/r 18058350.85 The design should be based on 50 per cent of the total number of commercial vehicles in both distribution, lateral distribution over the carriageway width, etc., is the design traffic.

18.06 msa the directions.

Say 18.00 msa 4.5.1.4 Four-lane single carriageway roads

Existing CBR (%) 4.86% 40 per cent of the total number (sum) of commercial vehicles in both directions should be

Considering 5% for design considered 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

4.5.1.5 Dual carriageway roads

The design of dual two-lane carriageway roads should be based on 75 per cent of the number

of commercial vehicles in each direction. For dual three-lane carriageway and dual four-lane

carriageway, the distribution factors shall be 60 per cent and 45 per cent respectively.

4.4.6 For small projects, in the absence of weigh pad, the axle loads of typical commercial

vehicles plying on the road may be estimated approximately from the type of goods carried.

Where information on the axle loads is not available and the proportion of heavy vehicles using

the road is small, the indicative values of Vehicle Damage Factor given in Table 4.2 can be

used. These indicative VDF values have been worked out based on typical axle load spectrums

CVPD is more than 450 Effective CBR should be = 5% and taking into consideration the legal axle load limits notified in the Gazette of India dated

16th July, 2018.