Construction of Bridge on Alnavar Betageri (SH 140) Road at KM.104.200 in Savadatti Yallamma Constituency of Belagavi Distrct (Near Akkisagar Village) Under HoA 5054 KRDCL Bridges for the year 2026-27

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

PÀ£ÁðlPÀ ¸ÀgÀPÁgÀ

f¯Áè ¥ÀAZÁAiÀÄvÀ ¨É¼ÀUÁ«

¥ÀAZÁAiÀÄvÀ gÁd EAf¤ÃAiÀÄjAUÀ «¨sÁUÀ aPÉÆÌÃr

ಪಂಚಾಯತ ರಾಜ ಇಂಜಿನೀಯರಿಂಗ ಉಪ-ವಿಭಾಗ ಗೋಕಾಕ

CAzÁdÄ ªÉÆvÀÛ : gÀÆ 200.00 ®PÀëUÀ¼ÀÄ

ÀÐÔÔ“ »ÐÔ© ¹ÐÀÐÔÖ¹Ù

»Ð.gÁ.…. Á¾°Ñ–Ð œ‘ÙÖÜÓ¯ »Ð.gÁ.…. ‡»Ð-Á¾°Ñ–Ð,ÌÐÔ‘ÙÜÓ§

ÄÙ‘ÐÜ ÇÓÉþ‘Ù : 2024-25 ನೇ ಸಾಲಿನ ಪ್ರಗತಿ ಕಾಲೋನಿ ಯೋಜನೆಯಡಿ (ಪರಿಶಿಷ್ಟ ಜಾತಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮೂಲಭೂತ ಸೌಲಭ್ಯ)

ಕೆಲಸದ ಹೆಸರು: ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ನಿಡಸೋಶಿ ಗ್ರಾಮದ ಶ್ರೀ ಲಕ್ಷ್ಮೀ ಗುಡಿ ಹತ್ತಿರ ಪ.ಜಾತಿ/ಪ.ಪಂಗಡ ಕಾಲನಿಗಳಲ್ಲಿ ಎರಡು ಬಾಕ್ಸ ಕಲ್ವರ್ಟ ನಿರ್ಮಾಣ

CAzÁdÄ ªÉÆvÀÛ : gÀÆ. 50.0 ÑÐù–ÐÎÐÔ

DqÀ½vÁvÀäPÀ M¦àUÉ ¥ÀqÉzÀ £ÀA : ¢£ÁAPÀ :

vÁAwæPÀªÁV M¦àUÉ ¥ÀqÉzÀ £ÀA : ¢£ÁAPÀ :

ƒ·Ñ¡Ô »Ð´õ‘Ù ³Ð¦Ð¦Ñ§Ë·ÐÀФÐÔ : ÇõÓ S A Bhusagol JE

ƒ·Ñ¡Ô »Ð´õ‘Ù »Ð§ÇÓÅË·ÐÀФÐÔ : ÇõÓ

ÊÑÀЦѹÐô ÁÀФвÙ

ಹುಕ್ಕೇರಿ ತಾಲೂಕಿನ ನಿಡಸೋಶಿ ಗ್ರಾಮದ ಶ್ರೀ ಲಕ್ಷ್ಮೀ ಗುಡಿ ಹತ್ತಿರ ಪ.ಜಾತಿ/ಪ.ಪಂಗಡ ಕಾಲನಿಗಳಲ್ಲಿ ಎರಡು ಬಾಕ್ಸ ಕಲ್ವರ್ಟ ನಿರ್ಮಾಣ ‘ÑÀÐԖѧo¦ÐÔÔ 2024-25 ನೇ ಸಾಲಿನ ಪ್ರಗತಿ ಕಾಲೋನಿ ಯೋಜನೆಯಡಿ ( ಪರಿಶಿಷ್ಟ ಜಾತಿ ಕಾಲೋನಿಗಳಲ್ಲಿ ಮೂಲಭೂತ ಸೌಲಭ್ಯ ) ¤ÐÖ 50.0ÑÐù ƒ·Ñ¡Ô ÀÙÖ³Ðê‘ÙÜ † ‘ÙÎЗ¹Ðo³Ù ಅವಶ್ಯವಿರುವ ಐಟಂಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆ ³Ðo¦Ð¦Ñ§ÊÐÄÑ—·Ù.

1 Box Culvert 2 Nos

2 Construction of cc road

CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß 2023-24£Éà ¸Á°£À ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ¨É¼ÀUÁ« EªÀgÀ zÀgÀ¥ÀnÖzÀgÀUÀ¼À£ÀÄß C¼ÀªÀr¹ vÀAiÀiÁj¸À¯ÁVzÀÄÝ, ªÉÆvÀÛ gÀÆ 15.00®PÀëUÀ¼ÁUÀĪÀÅzÀÄ.

Junior Engineer, P.R.E.Sub-Divn.Hukkeri Assistant Executive Engineer, P.R.E.Sub-Divn.Hukkeri

(GOVERNMENT OF KARNATAKA)

Public Works Department

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

DETAILED PROJECT REPORT

ESTIMATED COST :-300.00 LAKHS

Executive Engineer

PWD. Division,Belagavi

DESIGN CONSULTANT

TECHNO CRAT CONSULTANCY

#3, KANTHI COMPLEX, SG ROAD, NEAR S-GRAND HOTEL.

SANKEWHAR - 591313

Mobile No: +91- 8123589446 Email: [email protected]

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

R E C A P I T U L A T I O N

2 Aproach Road Rs. 4,852,038.87 4851673.65

4 Tender Premium-5% Rs. 1,394,050.28 1,394,057.54

6 Structural Design (Bridges) Charges (1%) Rs. 209,894.15 209,896.55

7 Plantation and QC Charges(1%) Rs. 236,279.71 236,280.94

8 Utility Shifting Rs. 150,000.00 150,000.00

9 Miscelleanous Rs. 128,770.36 128,614.23

IN LAKHS Rs. 300.00

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Executive Engineer

PWD Division Belagavi

Ch-25.050 to 25.350 Km 25050.00 to 25350.00 300.00 Mtrs Submerged Road 5.50

Ch-12.600 to 13.020 Km 12600.00 to 13020.00 420.00 Mtrs Side Edge Correction

Total length in mtrs 0 720.00 0.00 Mtrs

Sl No Item No. & Pg No. Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount

1 CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17) 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

2 CSR 2024-25 Volume 3 Item Code 3.11 (Page No 18) Preparation and Surface Treatment of Formation Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.

3 CSR 2024-25 Volume 1 Item Code 1.12 (Page No 8) 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

Road cutting qty. vide statement enclosed. Cum 6.96 6.96

4 CSR 2024-25 Volume 1 Item Code 1.7 (Page No 7) 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.

70% of only road cutting Cum As Per item No -4 4.87 124.95 608.41 4150 0.4 3320

5 CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7) 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.

As per cut and filling statement Cum 5201.66 5201.661

Deduction of road way cutting Cum As Per item No -4 -4.87

6 CSR 2024-25 Volume 3 Item Code 3.6 (Page No 17) Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR 2024-25Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

For Side Shoulder

7 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) For Grading -V Material, Plant Mix 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

8 CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26) Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

9 CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31) Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.

10 CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

11 CSR 2024-25 Volume 3 Item Code 5.6 (i) A (Page No 31) Bituminous macadam Grading - i for traffic <20 mSa Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

12 CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43) Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alig\nment and rolled as per MoRTH V revision.

Total Qty 400.00 #REF! #REF! #REF!

14 CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63) Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm 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

15 CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67) Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

Total Qty 0.00 556.50 0.00 #REF!

16 CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74) 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 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 ngineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Total Qty 0.00 383.25 0.00 #REF!

Total Qty 144.00 #REF! #REF! #REF!

Total Amount Rs #REF! #REF!

Section Officer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division,

Volume Report Between OGL and FRL

Sl. Section Previous Cutting Volume Filling Volume

No. From Section Difference Width Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters

BOX CULVERT ESTIMATE

Details of Box Culvert

Details of Box Cell Details of Return Wall

No of Vent = N = 5 No of Return wall 1

Vent Width = a = 6.0 m Length of Return wall = LR 58.00 m

Vent Depth = b = 3.6 m Width of Raft 4.700 m

Projection = c = 0.50 m Top Thickness of Return wall = t1 0.30 m

Depth of Top Slab = d = 0.60 m Bottom Thickness of Return wall = t2 0.50 m

Depth of Bottom Slab = e = 0.65 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Outer wall = f = 0.45 m Ht below BL = h1 1.2 m

Thickness of Inner wall = g = 0.40 m Ht of above BL = h2 3.8 m

Length of Box Cell = L = 10.00 m Total above BL = HR 5.0 m

Total Width of Box = B = 33.50 m Depth of base of Return wall = DR 0.50 m

Earth Cushion = Ec = 0.0 m PCC Bed thickness = 0.15 m

BED Level 579.617 m

FRL 583.592 m Shear Key Details

PCC Bed thickness = 0.15 m Height 0.00 m

Depth of Bed below Natural Ground 0.30 m Width 0.00 m

Depth of Key @ Base Slab = DK = 1.2 m

Haunch Depth hd = 0.15 m Approch Slab

Excavation extra working space = 0.300 m Approch Slab Length LA = 3.5 m

depth of filter media behind Box wall 0.600 m Approch Slab Width WA = 10.0 m

depth of Boulder Filling 0.300 m Approch Slab Depth DA = 0.3 m

Wearing course thickness = 0.075 m

Length U/s = 3.0 m 34.50 m 0.3 m

Length D/s = 4.0 m 34.50 m 0.3 m

Length U/s = 1.0 m 0.00 m 0.00 m

Length D/s = 2.0 m 0.00 m 0.00 m

Thickness of wall 0.25 m

Details of Return Wall Type of Soil

Details of Box Cell

No of CD's = No= 1 No of Return wall 1 BC BC

No of Vent = N = 5 Length of Return wall = LR 58.00 m Other

Vent Width = a = 6.0 m Width of Bed A = 2.800 m

Vent Depth = b = 3.6 m B = 1.400 m

Projection = c = 0.50 m C = 4.700 m By Design

Depth of Top Slab = d = 0.60 m Top Thickness of Return wall = t1 0.30 m By Design

Depth of Bottom Slab = e = 0.65 m Bottom Thickness of Return wall = t2 0.50 m By Design

Thickness of Outer wall = f = 0.45 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Inner wall = g = 0.40 m Ht below BL = h1 1.2 m By Design

Length of Box Cell = L = 10.00 m Ht of above BL = h2 3.8 m Shear Key Details

Total Width of Box = B = 33.50 m Total above BL = HR 5.0 m Height 0.00 m

Earth Cushion = Ec = 0.0 m Depth of base of Return wall = DR 0.50 m By Design Width 0.00 m

BED Level 579.617 m PCC Bed thickness = 0.15 m

FRL 583.592 m Main Steel 10 mm 200

Invert Level Centre 579.317 m Dist Steel 8 mm 200 depth of Boulder Filling 0.3

PCC Bed thickness = 0.15 m Approch Slab

Depth of Bed below Natural Ground 0.30 m Approch Slab Length LA = 3.5 m

Depth of Key @ Base Slab = DK = 1.2 m Approch Slab Width WA = 10.0 m

Haunch Depth hd = 0.15 m Approch Slab Depth DA = 0.30 m

Steel Qty in kgs asper MORTH SD Wearing course thickness 0.075 m Apron Floor Flexible Apron

Excavation extra working space = 0.300 m Main Steel 10 mm 200 Length U/s = 3.0 m 34.50 m 0.30 m Length U/s = 1.0 m 0.00 m 0.00 m

depth of filter media behind Box wall 0.600 m Dist Steel 8 mm 200 Length D/s = 4.0 m 34.50 m 0.30 m Length D/s = 2.0 m 0.00 m 0.00 m

depth of Boulder Filling 0.300 m

Curtain Wall Type-I (D/s) Curtain Wall Type - II (U/s) 2 Toe Wall Type-I (D/s) Toe ll Type - II (U/s)

Cut off Wall below BOX Parapet Wall Kerb Length 43.90 m Length 41.90 m 4 Length 0.00 m Length 0.00 m

Height 2.00 m Height 0.90 m Depth 0.25 m Width Depth Width Depth 5 Width Depth Width Depth

Thickness of wall 0.50 m Thickness of wall 0.25 m Width 0.25 m 1 Step 0.35 m 1.50 m 0.35 m 1.20 m 2.5 1 Step 0.30 m 1.20 m 0.30 m 1.00 m

Corbel Avg Depth 0.30 m 3 Step 0.00 m 0.00 m 0.00 m 0.00 m 3.5 3 Step 0.00 m 0.00 m 0.00 m 0.00 m

Corbel Avg Width 0.30 m 4

Shear Key Below BOX 6

Rectangle portion 0.30 m 1.50 m 2.7

Triangle Portion 1.20 m 1.50 m

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

BOX Culvert Estimate

Sl. No Description of Item Unit No L B D Qty Rate Amount

1 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

2 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, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

Head Wall - LHS cum 1 1 36.00 0.50 2.00 36.00

Head Wall - RHS cum 1 1 30.00 0.50 2.00 30.00

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11)

4 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.

CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146)

For Diversion (1000mm Dia) m 0 2 2.5 2.00 0.00

5 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.

CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

For Diversion Cum 0 1 30.0 7.50 2.50 0.00

4 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

CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

For Return Wall Cum 1 1 58.60 5.30 1.65 512.46

For Cut off Wall Cum 1 2 34.10 0.80 2.15 117.30

For Shear Key below Box Cum 1 0 34.10 1.80 1.65 0.00

For Curtain Wall Type - I (D/s) Cum 1 1 44.50 0.95 1.95 82.44

For Curtain Wall Type - II (U/s) Cum 1 1 42.50 0.95 1.65 66.62

For Toe Wall Type - I (D/s) Cum 1 0 0.60 0.90 1.35 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.60 0.90 1.15 0.00

For Apron Floor (U/s) Cum 1 1 3.00 34.50 0.75 77.63

For Apron Floor (D/s) Cum 1 1 4.00 34.50 0.75 103.50

For Flexible Apron (U/s) Cum 1 1 1.00 0.00 0.30 0.00

For Flexible Apron (D/s) Cum 1 1 0.00 0.00 0.30 0.00

For Nala Training Cum 1 2 60.00 40.00 0.60 2880.00

5 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.

CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

For Return Wall Cum 1 1 58.60 5.30 0.30 93.17

For Curtain Wall Type - I (D/s) Cum 1 1 44.50 0.95 0.30 12.68

For Curtain Wall Type - II (U/s) Cum 1 1 42.50 0.95 0.30 12.11

For Floor apron U/s Cum 1 1 34.50 3.00 0.30 31.05

For Floor apron D/s Cum 1 1 34.50 4.00 0.30 41.40

For Flexible apron U/s Cum 1 1 0.00 1.00 0.30 0.00

For Flexible apron D/s Cum 1 1 0.00 2.00 0.30 0.00

6 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 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

For Box Cell Cum 1 1 10.30 33.80 0.15 52.22

For Return Wall Cum 1 1 58.30 5.00 0.15 43.73

For Return Wall Shear Key Cum 1 0 58.30 0.80 0.15 0.00

For Cut off Wall Cum 1 2 34.10 0.70 0.15 7.16

For Shear Key below Box Cum 1 0 34.10 1.80 0.15 0.00

For Curtain Wall Type - I (D/s) Cum 1 1 44.20 0.55 0.15 3.65

For Curtain Wall Type - II (U/s) Cum 1 1 42.20 0.55 0.15 3.48

For Floor apron U/s Cum 1 1 34.50 3.00 0.15 15.53

For Floor apron D/s Cum 1 1 34.50 4.00 0.15 20.70

For Toe Wall Type - I (D/s) Cum 1 0 0.20 0.50 0.15 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.20 0.50 0.15 0.00

7 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

For Floor apron U/s Cum 1 1 34.50 3.00 0.30 31.05

For Floor apron D/s Cum 1 1 34.50 4.00 0.30 41.40

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring

CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

For Floor apron U/s Cum 1 1 34.50 3.00 0.15 15.53

For Floor apron D/s Cum 1 1 34.50 4.00 0.15 20.70

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

CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18)

For Foundations kg 1 32584.23

Total in kgs 32584.23

Total in Tonnes 32.58 91670.25 2,987,004.00

9 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18)

For Substructure kg 1 20395.68

Total in kgs 20395.68

Total in Tonnes 20.40 91908.60 1,874,538.00

10 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18)

For Super Structure kg 1 15886.53

Total in kgs 15886.53

Total in Tonnes 15.89 92145.90 1,463,879.00

11 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Open Foundaton - 4% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.2.3 (Page No 16)

Box Cell - Bottom Raft Cum 1 1 10.00 33.50 0.65 217.75

12 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 (Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Box Cell - Bottom Raft Cum 1 0 10.00 33.50 0.65 0.00

Box Cell - Outer walls Cum 1 2 10.00 0.45 3.60 32.40 554.81

Box Cell - Inner Walls Cum 1 4 10.00 0.40 3.60 57.60

Shear Key - Rec Portion Cum 1 0 33.50 0.30 1.50 0.00

Shear Key - Triangle portion Cum 0.5 0 33.50 1.20 1.50 0.00

Cut off Wall Cum 0 2 34.10 0.50 2.00 0.00

Toe wall for pitching Cum 1 0 5.00 0.30 0.50 0.00

13 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 (Form Work Charges as per Addendum - I Box Culvert - 4% for Open Foundation)

CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Box Cell - Bottom Raft Cum 0 0 0.00 0.00 0.15 0.00

Shear Key - Rec Portion Cum 1 0 0.00 0.00 0.00 0.00

Shear Key - Triangle portion Cum 0.5 0 0.00 0.00 0.00 0.00

Cut off Wall Cum 1 2 34.10 0.50 2.00 68.20

Toe wall for pitching Cum 1 0 5.00 0.30 0.50 0.00

14 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 achine 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete)

CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Box Cell - Top Slab Cum 1 1 10.00 32.50 0.60 195.00

Corbel Portion Cum 1 2 10.00 0.30 0.30 1.80

15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Form Work Charges as per Addendum - I Earth retaining structures - 10%)

CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Return Wall Raft Cum 1 1 58.00 4.70 0.50 136.30

Return Wall Cum 1 1 58.00 0.40 4.50 104.40

16 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Open Foundaton - 4% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.2.1 (Page No 15)

For Curtain Wall Type - I (D/s) Cum 1 1 43.90 0.35 1.50 23.05

For Curtain Wall Type - II (U/s) Cum 1 1 41.90 0.35 1.20 17.60

For Toe Wall Type - I (D/s) Cum 1 0 0.00 0.30 1.20 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.00 0.30 1.00 0.00

17 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.

CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

Abutment back side Cum 1 2 10.00 5.00 4.80 480.00

Deduct for Filter media -213.78

18 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

CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Return Wall Cum 1 1 58.00 0.60 4.85 168.78

For Grading -V Material, Plant Mix 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

CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Approach Slab Cum 1 0 3.50 10.00 0.00 0.00

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

CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Approach Slab Cum 1 2 3.50 10.00 0.15 10.50

20 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Approach Slab Cum 1 2 3.50 10.00 0.30 21.00

21 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Wearing Course Cum 1 1 9.50 39.50 0.075 28.14

22 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.

CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Parapet sqm 0 2 32.50 2.05 0.00

RCC Railing (Area = 0.254 m2) (IRC-5) sqm 1 2 2.00 39.50 0.90 142.20 Qty not matched in eproc

23 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.

CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

RCC Railing M 1 2 39.50 79.00

24 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

CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

25 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

For Box Culvert M 1 2 7.20 20.00 0.45 129.60

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

CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Boundray Stones No 1 4 20.00 80.00

27 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67)

Hazard Marking No 1 2 2.00 4.00

28 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. (II)90 cm equilateral triangle

CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64)

90 cm equilateral triangle No 1 2 1.00 2.00

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

CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121)

Drainage Spouts No 1 5 4.00 20.00

Total Rs 17,787,639.90

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

BAR BENDING SCHEDULE

ABSTRACT SHEET OF STEEL

S. No Particulars Steel in KGs Concrete Quantity (cum)

1 Box Culvert Bottom Slab 15379.85 217.75

2 Return Wall Raft 11376.88 136.30

3 Other Wall 2865.30 40.65

1 Box Culvert Inner and Outer Wall 9651.86 90.00

2 Haunch Bar & Extra Bar 2327.52 2.25

3 Return Wall Stem 6562.14 104.40

Super Structure

1 Box Culvert Top Slab 13980.42 195.00

2 Approach Slab 0.00 0.00

3 Bar at Corner 461.88 1.80

Total Steel (Kgs) (A+B+C) 68866.43 788.15 Steel Ok

Steel Quantity per cum 87.38 kg/cum

Box.no/vent B D Nos. Thickness

5.00 6.00 3.60 Top 1.00 0.600 No of outer wall 2

Side wall 2.00 0.450 No of inner wall 4.00

Steel density 7850.00 Middle wall 4.00 0.400

Bottom 1.00 0.650

Road width 10.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ) Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns Clear Cover 0.05

MAIN DIST Total WT Top width 0.30

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

1c Bottom slab Top Extra Bar 5 1 12 0.150 4.20 68.00 0.89 1270.92 79216.21 L B D

2 1d Bottom slab Bottom Extra Bar 4 1 12 0.150 4.00 68.00 0.89 968.32 78026.58 Base slab 58 4.7 0.50

Total Steel Quantity for Box Culvert 36809.29 9172.39 Extra Steel 1.1

Total Steel Quantity for Box Culvert with 10% Extra for Lapping & Chairs 50579.85

RETURN WALL Belove GL wall 58 0.40 1.20

2 Returns Stem Wall-outer bar 1 58 0.40 5.00 116.00 1 10 0.175 5.96 332.00 0.62 1226.81 10 0.175 5.86 30.00 0.62 109.00 Base slab detail Shear key

Returns Stem Wall-Inner bar 1 16 0.175 2.10 332.00 1.58 1101.58 ht of rw(1/3) 1.5

Returns Stem Wall-Inner bar 1 12 0.175 2.10 332.00 0.89 620.51 depth of base 0.5

Total Steel Quantity for Return Wall 15027.35 4705.58

PROTECTION WALL 0.30

OTHER STRCTURAL WALLS

Total Steel Quantity for Other Wall 1717.17 1434.66 22884.76

Total Steel Quantity 68866.43 kg #REF!

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -737.87 Diff qty -74225

In tonne -74 80.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS COMMON UNI SR Rates 2024-2025 CD

Sl No Item Code Vol Page No Item Name Unit Basic Rate Overhead Charges Total Formwork Total Add Area Specific Loading Final Rate (INR)

1 2.8 (II) B Vol 3 10 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above M3 1108.00 0.00 1108.00 0.00 1108.00 55.40 1163.40 CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

2 2.11 (II) A Vol 3 10 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, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means M3 180.00 0.00 180.00 0.00 180.00 9.00 189.00 CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10) CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

3 2.17 Vol 3 11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. CSR 2024-25 Vol 3 Item Code 2.17 (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (Page No 11)

2.17 (ix) A Vol 3 11 Upto 600mm dia M 957.00 957.00 957.00 47.85 1004.85 CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11)

2.17 (ix) B Vol 3 11 Above 600 mm to 900 mm dia M 1096.00 1096.00 1096.00 54.80 1150.80 CSR 2024-25 Vol 3 Item Code 2.17 (ix) B (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) B (Page No 11)

2.17 (ix) C Vol 3 11 Above 900 mm M 1374.00 1374.00 1374.00 68.70 1442.70 CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11)

4 16.15 Vol 3 146 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. CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146)

5 1.14.1 Vol 1 8 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 102.00 9.27 111.27 0.00 111.27 5.56 116.84 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

6 14.1 Vol 3 129 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. M 3 1912.00 0.00 1912.00 0.00 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

7 2.1.3 Vol 1 15 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 Using 40 mm nominal size graded crushed coarse aggregates M3 5918.00 0.00 5918.00 0.00 5918.00 295.90 6213.90 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

8 2.4.1 Vol 1 16 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates M3 6327.00 575.12 6902.12 0.00 6902.12 345.11 7247.23 CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

9 14.7 C Vol 3 130 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring M3 2663.00 0.00 2663.00 0.00 2663.00 133.15 2796.15 CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130) CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

10 2.11 b Vol 1 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges T 87305.00 0.00 87305.00 0.00 87305.00 4365.25 91670.25 CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18) CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18)

11 2.11 c Vol 1 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges T 87532.00 0.00 87532.00 0.00 87532.00 4376.60 91908.60 CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18) CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18)

12 2.11 d Vol 1 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges T 87758.00 0.00 87758.00 0.00 87758.00 4387.90 92145.90 CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18) CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18)

13 2.2.3 Vol 1 16 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Open Foundaton - 4% for substructure concrete) M3 6227.00 566.03 6793.03 1358.61 6793.03 339.65 7132.69 6445.44 CSR 2024-25 Vol 1 Item Code 2.2.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.2.3 (Page No 16)

14 6 Vol 1 112 Form Work Charges as per Addendum - I Open Foundation - 4% for Open Foundation concrete M 3 249.08 249.08 249.08 12.45 261.53 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Final Rate 7394.22

15 2.4.3 Vol 1 16 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 (Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete) M3 6227.00 566.03 6793.03 1358.61 6793.03 339.65 7132.69 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

16 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete M 3 622.70 622.70 622.70 31.14 653.84 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Final Rate 7786.52

17 2.4.3 Vol 1 16 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 (Form Work Charges as per Addendum - I Box Culvert - 4% for Open Foundation) M3 6227.00 566.03 6793.03 1358.61 6793.03 339.65 7132.69 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

18 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete M 3 249.08 249.08 249.08 12.45 261.53 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Final Rate 7394.22

19 2.5.2 Vol 1 16 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 achine 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete) M3 6734.00 612.12 7346.12 1469.22 7346.12 367.31 7713.43 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

20 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1346.80 1346.80 1346.80 67.34 1414.14 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Final Rate 9127.57

21 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Form Work Charges as per Addendum - I Earth retaining structures - 10%) M3 6371.00 579.12 6950.12 695.01 6950.12 347.51 7297.63 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

22 8 Vol 1 111 Form Work Charges as per Addendum - I Earth retaining structures - 10% M 3 637.10 637.10 637.10 31.86 668.96 CSR 2024-25 Vol 1 Item Code 8 (Page No 111) CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

Final Rate 7966.59

22 14.8 B Vol 3 130 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6166.00 0.00 6166.00 0.00 6166.00 308.30 6474.30 CSR 2024-25 Vol 3 Item Code 14.8 B (Page No 130) CSR 2024-25 Vol 3 Item Code 14.8 B (Page No 130)

23 2.2.1 Vol 1 15 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Open Foundaton - 4% for substructure concrete) M3 6184.00 562.13 6746.13 1349.23 6746.13 337.31 7083.43 6445.44 CSR 2024-25 Vol 1 Item Code 2.2.1 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.2.1 (Page No 15)

24 6 Vol 1 112 Form Work Charges as per Addendum - I Open Foundation - 4% for Open Foundation concrete M 3 247.36 247.36 247.36 12.37 259.73 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Final Rate 7343.16

25 1.8 Vol 1 7 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. M3 474.00 0.00 474.00 0.00 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

25 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material M3 1168.00 0.00 1168.00 0.00 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

26 12.4 Vol 3 117 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 M3 2677.00 0.00 2677.00 0.00 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

26 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 0.00 2487.00 0.00 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

27 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6727.00 0.00 6727.00 0.00 6727.00 336.35 7063.35 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

28 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11201.00 0.00 11201.00 0.00 11201.00 560.05 11761.05 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

29 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13087.00 0.00 13087.00 0.00 13087.00 654.35 13741.35 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

30 13.14 Vol 3 123 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. M 2 84.00 0.00 84.00 0.00 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

31 13.4 Vol 3 121 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. M 2126.00 0.00 2126.00 0.00 2126.00 106.30 2232.30 CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

32 14.4 Vol 3 129 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 M 3 1912.00 0.00 1912.00 0.00 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

33 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 0.00 138.00 0.00 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

34 8.18 Vol 3 67 Boundary pillar 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 733.00 0.00 733.00 0.00 733.00 36.65 769.65 806.3 0 806.3 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

35 8.17 Vol 3 67 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. each 2021.00 0.00 2021.00 0.00 2021.00 101.05 2122.05 2223.1 0 2223.1 CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67)

36 8.6 A (ii) Vol 3 64 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. (II)90 cm equilateral triangle each 4735.00 0.00 4735.00 0.00 4735.00 236.75 4971.75 5208.5 0 5208.5 CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64) CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64)

37 13.7 Vol 3 121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3271.00 0.00 3271.00 0.00 3271.00 163.55 3434.55 3598.1 0 3598.1 CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121)

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

6 12.4 Vol 3 117 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 M3 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

7 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material M3 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

8 9.1 Vol 3 87 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. CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87) CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87)

16.15b Vol 3 146 1000 mm Dia m 7958.00 397.90 8355.90 CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

16.15a Vol 3 146 1200 mm Dia m 8425.00 421.25 8846.25 CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146)

8.58 Vol 3 80 600 mm Dia m 1906.00 95.30 2001.30 CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80) CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80)

9 2.1.3 Vol 1 15 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 M3 5989.00 299.45 6288.45 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

10 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 M3 6480.00 324.00 6804.00 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

11 2.4.3 Vol 1 16 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 M3 6336.00 316.80 6652.80 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

12 2.5.2 Vol 1 16 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 achine 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 M3 6843.00 342.15 7185.15 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

13 12.11 b Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges t 86206.00 4310.30 90516.30 CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

14 12.11 c Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges t 86433.00 4321.65 90754.65 CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18)

15 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

16 12.11 h Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 79011.00 3950.55 82961.55 CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18)

16 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

17 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

18 13.14 Vol 3 123 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) M 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

19 1.8 Vol 1 7 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. M3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

20 14.4 A Vol 3 129 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 M3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

21 8.18 Vol 3 67 Boundary pillar 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 748.00 37.40 785.40 822.8 0 822.8 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

22 1.8 Vol 1 7 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. M 3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

23 8 Vol 1 111 Form Work Charges as per Addendum - I Earth retaining structures - 10% M 3 648.00 32.40 680.40 CSR 2024-25 Vol 1 Item Code 8 (Page No 111) CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

24 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete M 3 1267.20 63.36 1330.56 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

25 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1368.60 68.43 1437.03 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

26 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

27 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13971.00 698.55 14669.55 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

28 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6811.00 340.55 7151.55 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

29 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11835.00 591.75 12426.75 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

30 13.14 Vol 3 123 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. M 2 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

31 14.8 Vol 3 129 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6243.00 312.15 6555.15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

32 14.9 Vol 3 130 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall M 3 2049.00 102.45 2151.45 CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130) CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

33 14.4 Vol 3 129 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 M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

34 13.13 A Vol 3 129 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m Length) M 4168.00 208.40 4376.40 CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129) CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

35 14.1 Vol 3 129 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. M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

36 6.8.1 Vol 3 51 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) M 2 1068.00 53.40 1121.40 CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51)

37 13.4 Vol 3 121 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. M 2329.00 116.45 2445.45 CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

Section Officer Assistant Executive Engineer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division, P.W.D. Sub Division,

Athani Athani Athani

Chainage / Type of Junction / Village Proposed Road CW Aspalt Avg Shoulder Proposed Road Width Road width GSB GSB CW WMM BM / SDBC Slope Existing Crust Extra Crust Required Proposed Crust Total Thickness (m) Subgrade Bottom Width (m) Subgrade Centre Width (m) GSB C/C Full Width (m) GSB Carriage Width C/C (m) WMM C/C (m) BM & SDBC (m) Shoulder adj to GSB (C/C) Shoulder adj to WMM (C/C) Shoulder adj to BM SDBC (C/C)

Top Bottom Top Bottom Top Bottom Subgrade GSB WMM/WBM Asphalt Subgrade Total Subgrade Widening Subgrade Full Granular sub base WMM, m DBM, m BC, m DLC PQC

GSB Total Thickness (m) GSB Full Width Thickness (m) GSB Carriage Width Thicknes (m)

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

Towards Akkisagar 104.15 to 104.18 35.00 Mtrs CC Road 7.00

Bridge Portion 104.18 to 104.21 34.00 Mtrs 7.00

Towards Betageri 104.21 to 104.25 35.00 Mtrs CC Road 7.00

Towards Betageri (Widening) 104.25 to 104.43 176.00 Mtrs Widening from 3.75mtr to 5.5 7.00

Total length in mtrs 0 280.00 0.00 Mtrs

Sl No Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount

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

CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9) 40% deduction

Towards Akkisagar Sqm 0 35.00 2.000 0.00

Towards Betageri Sqm 2 35.00 2.000 140.00

Towards Betageri (Widening) Sqm 2 176.00 2.000 704.00

Deduct 40% -337.60

Total Qnty per 100 Sqm 5.06 412.65 2089.66

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

CSR 2024-25 Volume 3 Item Code 3.5 (ii) (Page No 17)

Towards Akkisagar Sqm 1 35.00 3.75 131.00

Towards Betageri Sqm 1 35.00 3.75 131.25

Towards Betageri (Widening) Sqm 1 176.00 3.75 660.00

Total Qnty 922.25 6.30 5810.17

3 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 asgiven in Table 300-2 for embankment construction

CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17)

Towards Akkisagar Cum 1 35.00 8.25 0.15 43.31

Towards Betageri Cum 1 35.00 8.75 0.15 45.94

Towards Betageri (Widening) Cum 1 176.00 8.18 0.15 215.82

4 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.

CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7)

Qty as per Volume Sheet Cum 2174.26 9.975 9.075 9.525 #REF!

5 Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR 2024-25Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 2024-25 Volume 3 Item Code 3.6 (Page No 17)

Towards Akkisagar Cum 1 35.00 8.750 0.300 91.88 9.975 9.075 9.525 Towards Akkisagar(1.237+0.75)/2=0.9935

Towards Betageri Cum 1 35.00 8.250 0.300 86.62 9.975 9.075 9.525 #REF!

For Side Shoulder 0 0.00

6 For Grading -V Material,Mix in Place 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

CSR 2024-25 Vol 3 Item Code 4.2B (v) (Page No 23)

Widening Portion

Towards Betageri Existing C/W Cum 2 176.00 3.010 0.100 106.00 9.075 8.785 8.930

Towards Betageri widening Cum 2 176.00 1.200 0.100 42.00 9.075 8.785 8.930

7 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26)

Towards Akkisagar Cum 1 35.00 6.550 0.150 34.39

Towards Betageri Cum 1 35.00 6.550 0.150 34.39

Widening Portion

Towards Betageri (Widening) Cum 2 176.00 1.100 0.150 58.00

Towards Betageri (Widening) Cum 1 176.00 5.700 0.150 150.48

8 Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.

CSR 2024-25 Volume 3 Item Code 5.1 A (i) (Page No 31)

Towards Akkisagar Sqm 0 35.00 6.550 0.00

Towards Betageri Sqm 0 35.00 6.550 0.00

Total Qty 0.00 66.15 0.00 #REF!

9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31)

Towards Akkisagar Sqm 0 35.00 6.250 0.00

Towards Betageri Sqm 0 35.00 6.250 0.00

Total Qty 0.00 18.90 0.00

10 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, 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 respects

CSR 2024-25 Volume 3 Item Code 5.16 B (Page No 43)

Towards Akkisagar Cum 0 35.00 6.250 0.05 0.00

Towards Betageri Cum 0 35.00 6.250 0.05 0.00

11 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alig\nment and rolled as per MoRTH V revision.

CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43)

Towards Akkisagar Cum 0 35.00 6.250 0.025 0.00

Towards Betageri Cum 0 35.00 6.250 0.025 0.00

Total Qty 0.00 15524.25 0.00 #REF!

8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

CSR 2024-25 Vol 3 Item Code 16.28 (Page No 149)

Towards Akkisagar Cum 1 35.00 6.550 0.200 45.85

Towards Betageri Cum 1 35.00 6.550 0.200 45.85

Widening Portion

Towards Betageri (Widening) Cum 1 176.00 5.500 0.200 193.60

9 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm 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

CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63)

Sign Board No 2 2.00 0.00 4.00

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67)

Edge Line Sqm 2 280.00 0.10 56.00

Center Line on bridge Portion Sqm 1 34.00 0.10 3.00

11 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 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 ngineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

CSR 2024-25 Volume 3 Item Code 8.43 (Page No 74)

Edge Line No 2 47.00 94.00

Center Line on bridge Portion No 1 18.00 18.00

For Curves extra 20% No 23.00

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

CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69)

At Selected Reaches M 1 45.00 45.00

13 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

CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

At Selected Reaches Cum 24 0.40 0.40 1.100 4.22

Total Qty 4.22 107.10 451.96 #REF!

14 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 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

At Selected Reaches Cum 24 0.40 0.40 0.100 0.38

Total Amount Rs 4,852,038.87 #REF!

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Details of Box Culvert

Details of Box Cell Details of Return Wall

No of Vent = N = 3 No of Return wall 4

Vent Width = a = 4.0 m Length of Return wall = LR 10.00 m

Vent Depth = b = 3.5 m Width of Raft 2.600 m

Projection = c = 0.50 m Top Thickness of Return wall = t1 0.30 m

Depth of Top Slab = d = 0.40 m Bottom Thickness of Return wall = t2 0.50 m

Depth of Bottom Slab = e = 0.50 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Outer wall = f = 0.40 m Ht below BL = h1 1.5 m

Thickness of Inner wall = g = 0.35 m Ht of above BL = h2 3.0 m

Length of Box Cell = L = 12.00 m Total above BL = HR 4.5 m

Total Width of Box = B = 14.50 m Depth of base of Return wall = DR 0.50 m

Earth Cushion = Ec = 0.0 m PCC Bed thickness = 0.15 m

BED Level 681.207 m

FRL 684.982 m Shear Key Details

PCC Bed thickness = 0.15 m Height 0.50 m

Depth of Bed below Natural Ground 0.30 m Width 0.30 m

Depth of Key @ Base Slab = DK = 1.2 m

Haunch Depth hd = 0.15 m Approch Slab

Excavation extra working space = 0.300 m Approch Slab Length LA = 3.5 m

depth of filter media behind Box wall 0.600 m Approch Slab Width WA = 12.0 m

depth of Boulder Filling 0.450 m Approch Slab Depth DA = 0.3 m

Wearing course thickness = 0.075 m

Length U/s = 2.7 m 18.00 m 0.3 m

Length D/s = 3.0 m 18.00 m 0.3 m

Length U/s = 1.0 m 0.00 m 0.00 m

Length D/s = 2.0 m 0.00 m 0.00 m

Thickness of wall 0.25 m

Details of Return Wall Type of Soil

Details of Box Cell

No of CD's = No= 1 No of Return wall 4 BC BC

No of Vent = N = 3 Length of Return wall = LR 10.00 m Other

Vent Width = a = 4.0 m Width of Bed A = 2.600 m

Vent Depth = b = 3.5 m B = 1.300 m

Projection = c = 0.50 m C = 4.400 m By Design

Depth of Top Slab = d = 0.40 m Top Thickness of Return wall = t1 0.30 m By Design

Depth of Bottom Slab = e = 0.50 m Bottom Thickness of Return wall = t2 0.50 m By Design

Thickness of Outer wall = f = 0.40 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Inner wall = g = 0.35 m Ht below BL = h1 1.5 m By Design

Length of Box Cell = L = 12.00 m Ht of above BL = h2 3.0 m Shear Key Details

Total Width of Box = B = 14.50 m Total above BL = HR 4.5 m Height 0.50 m

Earth Cushion = Ec = 0.0 m Depth of base of Return wall = DR 0.50 m By Design Width 0.30 m

BED Level 681.207 m PCC Bed thickness = 0.15 m

FRL 684.982 m Main Steel 10 mm 200

Invert Level Centre 681.007 m Dist Steel 8 mm 200 depth of Boulder Filling 0.450 m

PCC Bed thickness = 0.15 m Approch Slab

Depth of Bed below Natural Ground 0.30 m Approch Slab Length LA = 3.5 m

Depth of Key @ Base Slab = DK = 1.2 m Approch Slab Width WA = 12.0 m

Haunch Depth hd = 0.15 m Approch Slab Depth DA = 0.30 m

Steel Qty in kgs asper MORTH SD Wearing course thickness 0.075 m Apron Floor Flexible Apron

Excavation extra working space = 0.300 m Main Steel 10 mm 200 Length U/s = 2.7 m 18.00 m 0.30 m Length U/s = 1.0 m 0.00 m 0.00 m

depth of filter media behind Box wall 0.600 m Dist Steel 8 mm 200 Length D/s = 3.0 m 18.00 m 0.30 m Length D/s = 2.0 m 0.00 m 0.00 m

depth of Boulder Filling 0.450 m

Curtain Wall Type-I (D/s) Curtain Wall Type - II (U/s) 2 Toe Wall Type-I (D/s) Toe ll Type - II (U/s)

Cut off Wall below BOX Parapet Wall Kerb Length 24.00 m Length 23.40 m 4 Length 0.00 m Length 0.00 m

Height 1.50 m Height 0.90 m Depth 0.25 m Width Depth Width Depth 5 Width Depth Width Depth

Thickness of wall 0.50 m Thickness of wall 0.25 m Width 0.25 m 1 Step 0.40 m 1.50 m 0.40 m 1.20 m 2.5 1 Step 0.30 m 1.20 m 0.30 m 1.00 m

Corbel Avg Depth 0.30 m 3 Step 0.00 m 0.00 m 0.00 m 0.00 m 3.5 3 Step 0.00 m 0.00 m 0.00 m 0.00 m

Corbel Avg Width 0.30 m 4

Shear Key Below BOX 6

Rectangle portion 0.30 m 1.20 m 2.7

Triangle Portion 1.20 m 1.20 m

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

BOX Culvert Estimate

Sl. No Description of Item Unit No L B D Qty Rate Amount

1 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

Head Wall - LHS cum 1 1 25.00 1.00 1.80 45.00

Head Wall - RHS cum 1 1 32.00 1.00 1.80 57.60

2 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, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

Head Wall - LHS cum 1 1 25.00 1.00 2.20 55.00

Head Wall - RHS cum 1 1 32.00 1.00 2.20 70.40

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11)

4 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.

CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146)

For Diversion (1000mm Dia) m 1 0 2.5 2.00 0.00

5 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.

CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

For Diversion Cum 1 0 30.0 7.50 2.50 0.00

4 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

CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

For Return Wall Cum 1 4 10.60 5.00 2.10 445.20

For RW Shear Key Cum 0 4 10.60 0.60 0.65 0.00

For Shear Key below Box Cum 1 2 15.10 1.50 1.35 61.16

For Cutoff Wall Cum 1 2 15.10 1.10 1.50 49.83

For Curtain Wall Type - I (D/s) Cum 1 1 24.60 1.00 2.10 51.66

For Curtain Wall Type - II (U/s) Cum 1 1 24.00 1.00 1.80 43.20

For Toe Wall Type - I (D/s) Cum 1 0 0.60 0.90 1.35 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.60 0.90 1.15 0.00

For Apron Floor (U/s) Cum 1 1 2.70 18.00 0.90 43.74

For Apron Floor (D/s) Cum 1 1 3.00 18.00 0.90 48.60

For Flexible Apron (U/s) Cum 1 1 1.00 0.00 0.45 0.00

For Flexible Apron (D/s) Cum 1 1 2.00 0.00 0.45 0.00

For Nala Training Cum 1 1 30.00 15.00 0.30 135.00

5 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.

CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

For Box Cell Cum 1 1 12.60 15.10 0.45 85.62

For Box Cell Cum 1 4 10.60 5.00 0.45 95.40

For Curtain Wall Type - I (D/s) Cum 1 1 24.60 1.00 0.45 11.07

For Curtain Wall Type - II (U/s) Cum 1 1 24.00 1.00 0.45 10.80

For Floor apron U/s Cum 1 1 18.00 2.70 0.45 21.87

For Floor apron D/s Cum 1 1 18.00 3.00 0.45 24.30

For Flexible apron U/s Cum 1 1 0.00 1.00 0.45 0.00

For Flexible apron D/s Cum 1 1 0.00 2.00 0.45 0.00

6 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 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

For Box Cell Cum 1 1 12.60 15.10 0.15 28.54

For Cutoff Wall Cum 1 2 15.10 1.10 0.15 4.98

For Return Wall Cum 1 4 10.00 4.40 0.15 26.40

For RW Shear Key Cum 1 4 10.00 0.30 0.15 1.80

For Shear Key below Box Cum 1 2 15.10 0.80 0.15 3.62

For Curtain Wall Type - I (D/s) Cum 1 1 24.20 0.70 0.15 2.54

For Curtain Wall Type - II (U/s) Cum 1 1 23.60 0.70 0.15 2.48

For Floor apron U/s Cum 1 1 18.00 2.70 0.15 7.29

For Floor apron D/s Cum 1 1 18.00 3.00 0.15 8.10

For Toe Wall Type - I (D/s) Cum 1 0 0.20 0.50 0.15 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.20 0.50 0.15 0.00

7 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

For Floor apron U/s Cum 1 1 18.00 2.70 0.30 14.58

For Floor apron D/s Cum 1 1 18.00 3.00 0.30 16.20

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring

CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

For Floor apron U/s Cum 1 1 18.00 2.70 0.15 7.29

For Floor apron D/s Cum 1 1 18.00 3.00 0.15 8.10

9 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18)

For Foundations kg 1 12729.80

Total in kgs 12729.80

Total in Tonnes 12.73 91670.25 1,166,944.00

10 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18)

For Substructure kg 1 12362.69

Total in kgs 12362.69

Total in Tonnes 12.36 91908.60 1,136,238.00

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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18)

For Super Structure kg 1 6590.95

Total in kgs 6590.95

Total in Tonnes 6.59 92145.90 607,329.00

12 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 (Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Box Cell - Bottom Raft Cum 1 1 12.00 14.50 0.50 87.00

Box Cell - Outer walls Cum 1 2 12.00 0.40 3.50 33.60 457.44

Box Cell - Inner Walls Cum 1 2 12.00 0.35 3.50 29.40

Shear Key - Rec Portion Cum 1 2 14.50 0.30 1.20 10.44

Shear Key - Triangle portion Cum 0.5 2 14.50 1.20 1.20 20.88

For Cutoff Wall Cum 1 2 15.10 0.50 1.50 22.65

13 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 achine 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete)

CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Box Cell - Top Slab Cum 1 1 12.00 13.50 0.40 64.80

Corbel Portion Cum 1 2 12.00 0.30 0.30 2.16

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Form Work Charges as per Addendum - I Earth retaining structures - 10%)

CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Return Wall Raft Cum 1 4 10.00 4.40 0.50 88.00

Return Wall Cum 1 4 10.00 0.40 4.00 64.00

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15

CSR 2024-25 Vol 3 Item Code 14.8 B (Page No 130)

For Curtain Wall Type - I (D/s) Cum 1 1 24.00 0.40 1.50 14.40

For Curtain Wall Type - II (U/s) Cum 1 1 23.40 0.40 1.20 11.23

For Toe Wall Type - I (D/s) Cum 1 0 0.00 0.30 1.20 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.00 0.30 1.00 0.00

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

CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

Abutment back side Cum 1 2 12.00 10.00 3.45 828.00

Deduct for Filter media -142.08

17 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

CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Return Wall Cum 1 4 10.00 0.60 3.85 92.40

18 For Grading -V Material, Plant Mix 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

CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Approach Slab Cum 1 0 3.50 12.00 0.00 0.00

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

CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Approach Slab Cum 1 2 3.50 12.00 0.15 12.60

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Approach Slab Cum 1 2 3.50 12.00 0.30 25.20

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Wearing Course Cum 1 1 11.50 20.50 0.075 17.68

21 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.

CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Parapet sqm 0 2 13.50 2.05 0.00

RCC Railing (Area = 0.254 m2) (IRC-5) sqm 1 2 2.00 20.50 82.00

22 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.

CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

RCC Railing M 1 2 20.50 41.00

23 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

CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

For Box Culvert M 1 2 7.00 24.00 0.40 134.00

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

CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Boundray Stones No 1 2 100.00 200.00

26 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67)

Hazard Marking No 1 2 2.00 4.00

27 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. (II)90 cm equilateral triangle

CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64)

90 cm equilateral triangle No 1 2 1.00 2.00

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

CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121)

Drainage Spouts No 1 3 4.00 12.00

Total Rs 10,683,260.94

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

GOVERNMENT OF KARNATAKA

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

1 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 Dismantling Stone Masonry (ii) By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc by Mechanical means CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

Basic Rate Rs. 180.00 /cum CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

Add 5 % area Specific Loading Rs. 9.00 /cum

Total Rate Rs. 189.00 /cum

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

1 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11)

Basic Rate Rs. 1374.00 /M CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11)

Add 5 % area Specific Loading Rs. 68.70 /M

Total Rate Rs. 1442.70 /M

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

2 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. 1000 mm Dia CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

Basic Rate Rs. 7958.00 /CUM CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

Add 5 % area Specific Loading Rs. 397.90 /CUM

Total Rate Rs. 8355.90 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

3 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. CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

Basic Rate Rs. 474.00 /CUM CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

Add 5 % area Specific Loading Rs. 23.70 /CUM

Total Rate Rs. 497.70 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

4 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 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

Basic Rate Rs. 102.00 /CUM CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

Add 5 % area Specific Loading Rs. 5.10 /CUM

Total Rate Rs. 107.10 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

5 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. CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

Basic Rate Rs. 1912.00 /CUM CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

Add 5 % area Specific Loading Rs. 95.60 /CUM

Total Rate Rs. 2007.60 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

6 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 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

Basic Rate Rs. 5989.00 /CUM CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

Add 5 % area Specific Loading Rs. 299.45 /CUM

Total Rate Rs. 6288.45 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

7 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

Basic Rate Rs. 6404.00 /CUM CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

Add 5 % area Specific Loading Rs. 320.20 /CUM

Total Rate Rs. 6724.20 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring CSR 2024-25 Vol 3 Item Code 14.7, C (Page No 130)

Basic Rate Rs. 2663.00 /CUM CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

Add 5 % area Specific Loading Rs. 133.15 /CUM

Total Rate Rs. 2796.15 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

9 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

Basic Rate Rs. 86658.00 /Tonne CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18)

Add 5 % area Specific Loading Rs. 4332.90 /Tonne

Total Rate Rs. 90990.90 /Tonne

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

10 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 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Basic Rate Rs. 6336.00 /CUM CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Add 5 % area Specific Loading Rs. 316.80 /CUM

Total Rate Rs. 6652.80 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

11 Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Basic Rate Rs. 6336.00 /CUM CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Box Culvert 20% Rs. 1267.20 /CUM

Add 5 % area Specific Loading Rs. 63.36 /CUM

Total Rate Rs. 1330.56 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

12 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 achine 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 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Basic Rate Rs. 6843.00 /CUM CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Add 5 % area Specific Loading Rs. 342.15 /CUM

Total Rate Rs. 7185.15 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

13 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Basic Rate Rs. 6843.00 /CUM CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

Box Culvert 20% Rs. 1368.60 /CUM

Add 5 % area Specific Loading Rs. 68.43 /CUM

Total Rate Rs. 1437.03 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Basic Rate Rs. 6480.00 /CUM CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Add 5 % area Specific Loading Rs. 324.00 /CUM

Total Rate Rs. 6804.00 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

15 Form Work Charges as per Addendum - I Earth retaining structures - 10% CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

Basic Rate Rs. 6480.00 /CUM CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

Earth Retaining 10% Rs. 648.00 /CUM

Add 5 % area Specific Loading Rs. 32.40 /CUM

Total Rate Rs. 680.40 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

16 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

Basic Rate Rs. 6243.00 /CUM CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

Add 5 % area Specific Loading Rs. 312.15 /CUM

Total Rate Rs. 6555.15 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

17 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

Basic Rate Rs. 1168.00 /CUM CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

Add 5 % area Specific Loading Rs. 58.40 /CUM

Total Rate Rs. 1226.40 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

18 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 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Basic Rate Rs. 2677.00 /CUM CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Add 5 % area Specific Loading Rs. 133.85 /CUM

Total Rate Rs. 2810.85 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

19 For Grading -V Material, Plant Mix 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 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Basic Rate Rs. 2487.00 /CUM CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Add 5 % area Specific Loading Rs. 124.35 /CUM

Total Rate Rs. 2611.35 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Basic Rate Rs. 6811.00 /CUM CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Add 5 % area Specific Loading Rs. 340.55 /CUM

Total Rate Rs. 7151.55 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Basic Rate Rs. 11835.00 /CUM CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Add 5 % area Specific Loading Rs. 591.75 /CUM

Total Rate Rs. 12426.75 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Basic Rate Rs. 13971.00 /CUM CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Add 5 % area Specific Loading Rs. 698.55 /CUM

Total Rate Rs. 14669.55 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

23 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Basic Rate Rs. 84.00 /SQM CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Add 5 % area Specific Loading Rs. 4.20 /SQM

Total Rate Rs. 88.20 /SQM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

24 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m Length) CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

Basic Rate Rs. 4168.00 /M CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

Add 5 % area Specific Loading Rs. 208.40 /M

Total Rate Rs. 4376.40 /M

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

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 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

Basic Rate Rs. 1912.00 /CUM CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

Add 5 % area Specific Loading Rs. 95.60 /CUM

Total Rate Rs. 2007.60 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

26 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

Basic Rate Rs. 138.00 /M CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

Add 5 % area Specific Loading Rs. 6.90 /M

Total Rate Rs. 144.90 /M

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

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 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

Basic Rate Rs. 5989.00 /CUM CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

Add 5 % area Specific Loading Rs. 299.45 /CUM

Total Rate Rs. 6288.45 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

15 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 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Basic Rate Rs. 6336.00 /CUM CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Add 5 % area Specific Loading Rs. 316.80 /CUM

Total Rate Rs. 6652.80 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

13 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

Basic Rate Rs. 86206.00 /Tonne CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

Add 5 % area Specific Loading Rs. 4310.30 /Tonne

Total Rate Rs. 90516.30 /Tonne

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

27 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 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Basic Rate Rs. 84.00 /SQM CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Add 5 % area Specific Loading Rs. 4.20 /SQM

Total Rate Rs. 88.20 /SQM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

#REF! 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 CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

Basic Rate Rs. 474.00 /CUM CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

Add 5 % area Specific Loading Rs. 23.70 /CUM

Total Rate Rs. 497.70 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

#REF! Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Basic Rate Rs. 748.00 Each CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Add 5 % area Specific Loading Rs. 37.40 Each

Total Rate Rs. 785.40 Each

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

17 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

Basic Rate Rs. 2049.00 /CUM CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

Add 5 % area Specific Loading Rs. 102.45 /CUM

Total Rate Rs. 2151.45 /CUM

Assistant Executive Engineer Executive Engineer

KNNL, CBC SUB DIV. No. 04, Kabbur KNNL, GRBCC DIV. No. 4, Chikodi

Approved for Rupees

Superintending Engineer,

KNNL, GRBC Circle, Hidkal Dam

BAR BENDING SCHEDULE

ABSTRACT SHEET OF STEEL

S. No Particulars Steel in KGs Concrete Quantity (cum)

1 Box Culvert Bottom Slab 4871.29 87.00

2 Retaining Wall Raft 4823.82 88.00

3 Other Wall 1877.45 25.63

1 Box Culvert Inner and Outer Wall 4995.73 63.00

2 Haunch Bar & Extra Bar 1795.22 1.62

3 Retaining Wall Stem 4447.86 64.00

Super Structure

1 Box Culvert Top Slab 5324.19 64.80

2 Approach Slab 0.00 0.00

3 Bar at Corner 667.59 2.16

Total Steel (Kgs) (A+B+C) 31683.45 396.21 Steel Ok

Steel Quantity per cum 79.97 kg/cum

Section Engineer

PWD Sub-Div. Savadatti

Assistant Executive Engineer

PWD Sub-Div. Savadatti

Box.no/vent B D Nos. Thickness

3.00 4.00 3.50 Top 1.00 0.400 No of outer wall 2

Side wall 2.00 0.400 No of inner wall 2.00

Steel density 7850.00 Middle wall 2.00 0.350

Bottom 1.00 0.500

Road width 12.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ) Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns Clear Cover 0.05

MAIN DIST Total WT Top width 0.30

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

1c Bottom slab Top Extra Bar 3 1 10 0.200 2.80 61.00 0.62 317.69 35144.09 L B D

2 1d Bottom slab Bottom Extra Bar 2 1 10 0.200 2.75 61.00 0.62 208.01 34518.12 Base slab 10 4.4 0.50

4d Top Slab Bottom Extra Bar 3 1 10 0.200 2.80 61.00 0.62 317.69 60602.68

Total Steel Quantity for Box Culvert 15330.55 4088.86 Extra Steel 1.1

Total Steel Quantity for Box Culvert with 10% Extra for Lapping & Chairs 21361.36

RETURN WALL Belove GL wall 10 0.40 1.50

2 Returns Stem Wall-outer bar 4 10 0.40 4.50 72.00 4 10 0.175 5.46 58.00 0.62 785.37 10 0.175 5.36 27.00 0.62 358.91 Base slab detail Shear key

Returns Stem Wall-Inner bar (1\3rd alternate ) 4 16 0.225 1.90 45.00 1.58 539.46 10 0.175 9.90 12.00 0.62 294.62

Total Steel Quantity for Return Wall 6545.76 3653.08

PROTECTION WALL 0.30

OTHER STRCTURAL WALLS

Total Steel Quantity for Other Wall 1128.40 936.80 12264.03

Total Steel Quantity 31683.45 kg #REF!

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -378.12 Diff qty -34316

In tonne -34 80.00

Details of Box Culvert

Details of Box Cell Details of Return Wall

No of Vent = N = 2 No of Return wall 4

Vent Width = a = 3.5 m Length of Return wall = LR 20.00 m

Vent Depth = b = 3.5 m Width of Raft 2.000 m

Projection = c = 0.50 m Top Thickness of Return wall = t1 0.30 m

Depth of Top Slab = d = 0.45 m Bottom Thickness of Return wall = t2 0.50 m

Depth of Bottom Slab = e = 0.50 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Outer wall = f = 0.40 m Ht below BL = h1 1.2 m

Thickness of Inner wall = g = 0.35 m Ht of above BL = h2 3.0 m

Length of Box Cell = L = 15.00 m Total above BL = HR 4.2 m

Total Width of Box = B = 9.15 m Depth of base of Return wall = DR 0.45 m

Earth Cushion = Ec = 0.0 m PCC Bed thickness = 0.15 m

BED Level 681.207 m

FRL 684.982 m Shear Key Details

PCC Bed thickness = 0.15 m Height 0.00 m

Depth of Bed below Natural Ground 0.30 m Width 0.00 m

Depth of Key @ Base Slab = DK = 1.2 m

Haunch Depth hd = 0.15 m Approch Slab

Excavation extra working space = 0.300 m Approch Slab Length LA = 3.5 m

depth of filter media behind Box wall 0.600 m Approch Slab Width WA = 15.0 m

depth of Boulder Filling 0.450 m Approch Slab Depth DA = 0.3 m

Wearing course thickness = 0.075 m

Length U/s = 2.7 m 13.50 m 0.3 m

Length D/s = 3.0 m 12.65 m 0.3 m

Length U/s = 1.0 m 0.00 m 0.00 m

Length D/s = 2.0 m 12.65 m 0.45 m

Thickness of wall 0.25 m

Details of Return Wall Type of Soil

Details of Box Cell

No of CD's = No= 1 No of Return wall 4 BC BC

No of Vent = N = 2 Length of Return wall = LR 20.00 m Other

Vent Width = a = 3.5 m Width of Bed A = 2.000 m

Vent Depth = b = 3.5 m B = 1.000 m

Projection = c = 0.50 m C = 3.500 m By Design

Depth of Top Slab = d = 0.45 m Top Thickness of Return wall = t1 0.30 m By Design

Depth of Bottom Slab = e = 0.50 m Bottom Thickness of Return wall = t2 0.50 m By Design

Thickness of Outer wall = f = 0.40 m Avg Thickness of Return wall = TR 0.40 m

Thickness of Inner wall = g = 0.35 m Ht below BL = h1 1.2 m By Design

Length of Box Cell = L = 15.00 m Ht of above BL = h2 3.0 m Shear Key Details

Total Width of Box = B = 9.15 m Total above BL = HR 4.2 m Height 0.00 m

Earth Cushion = Ec = 0.0 m Depth of base of Return wall = DR 0.45 m By Design Width 0.00 m

BED Level 681.207 m PCC Bed thickness = 0.15 m

FRL 684.982 m Main Steel 10 mm 200 depth of Boulder Filling 0.450 m

Invert Level Centre 680.957 m Dist Steel 8 mm 200

PCC Bed thickness = 0.15 m Approch Slab

Depth of Bed below Natural Ground 0.30 m Approch Slab Length LA = 3.5 m

Depth of Key @ Base Slab = DK = 1.2 m Approch Slab Width WA = 15.0 m

Haunch Depth hd = 0.15 m Approch Slab Depth DA = 0.30 m

Steel Qty in kgs asper MORTH SD Wearing course thickness 0.075 m Apron Floor Flexible Apron

Excavation extra working space = 0.300 m Main Steel 10 mm 200 Length U/s = 2.7 m 13.50 m 0.30 m Length U/s = 1.0 m 0.00 m 0.00 m

depth of filter media behind Box wall 0.600 m Dist Steel 8 mm 200 Length D/s = 3.0 m 12.65 m 0.30 m Length D/s = 2.0 m 12.65 m 0.45 m

depth of Boulder Filling 0.450 m

Curtain Wall Type-I (D/s) Curtain Wall Type - II (U/s) 2 Toe Wall Type-I (D/s) Toe ll Type - II (U/s)

Cut off Wall below BOX Parapet Wall Kerb Length 18.65 m Length 13.50 m 4 Length 0.00 m Length 0.00 m

Height 1.50 m Height 0.90 m Depth 0.25 m Width Depth Width Depth 5 Width Depth Width Depth

Thickness of wall 0.50 m Thickness of wall 0.25 m Width 0.25 m 1 Step 0.40 m 1.50 m 0.40 m 1.20 m 2.5 1 Step 0.30 m 1.20 m 0.30 m 1.00 m

Corbel Avg Depth 0.30 m 3 Step 0.00 m 0.00 m 0.00 m 0.00 m 3.5 3 Step 0.00 m 0.00 m 0.00 m 0.00 m

Corbel Avg Width 0.30 m 4

Shear Key Below BOX 6

Rectangle portion 0.30 m 1.20 m 2.7

Triangle Portion 1.20 m 1.20 m

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

BOX Culvert Estimate

Sl. No Description of Item Unit No L B D Qty Rate Amount

1 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

Head Wall - LHS cum 1 0 25.00 1.00 1.80 0.00

Head Wall - RHS cum 1 0 32.00 1.00 1.80 0.00

2 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, Dismantling Stone Masonry By Mechanical means, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means

CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

Head Wall - LHS cum 1 1 44.00 1.00 3.20 140.80

Head Wall - RHS cum 1 1 17.00 1.00 3.20 54.40

3 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.

CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11)

4 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.

CSR 2024-25 Vol 3 Item Code 16.15 (Page No 146)

For Diversion (1000mm Dia) m 0 2 2.5 2.00 0.00

5 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.

CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

For Diversion Cum 0 1 30.0 7.50 2.50 0.00

4 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

CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

For Box Cell Cum 1 1 15.60 9.75 1.40 212.94

For Return Wall Cum 1 4 20.60 4.10 1.35 456.08

For RW Shear Key Cum 1 4 20.60 0.30 0.15 3.71

For Shear Key below Box Cum 1 2 9.75 1.50 1.35 39.49

For Cut off Wall Cum 1 2 9.75 0.80 1.65 25.74

For Curtain Wall Type - I (D/s) Cum 1 1 19.25 1.00 2.10 40.42

For Curtain Wall Type - II (U/s) Cum 1 1 14.10 1.00 1.80 25.38

For Toe Wall Type - I (D/s) Cum 1 0 0.60 0.90 1.35 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.60 0.90 1.15 0.00

For Apron Floor (U/s) Cum 1 1 2.70 13.50 0.90 32.81

For Apron Floor (D/s) Cum 1 1 3.00 12.65 0.90 34.16

For Flexible Apron (U/s) Cum 1 1 1.00 0.00 0.45 0.00

For Flexible Apron (D/s) Cum 1 1 2.00 12.65 0.90 22.77

For Nala Training Cum 1 1 20.00 10.00 0.30 60.00

5 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.

CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

For Box Cell Cum 1 1 15.60 9.75 0.45 68.44

For Return Wall Cum 1 4 20.60 4.10 0.45 152.03

For Curtain Wall Type - I (D/s) Cum 1 1 19.25 1.00 0.45 8.66

For Curtain Wall Type - II (U/s) Cum 1 1 14.10 1.00 0.45 6.35

For Floor apron U/s Cum 1 1 13.50 2.70 0.45 16.40

For Floor apron D/s Cum 1 1 12.65 3.00 0.45 17.08

For Flexible apron U/s Cum 1 1 0.00 1.00 0.45 0.00

For Flexible apron D/s Cum 1 1 12.65 2.00 0.45 11.39

6 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 Using 40 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

For Box Cell Cum 1 1 15.60 9.75 0.15 22.82

For Cut off Wall Cum 1 2 9.75 0.80 0.15 2.34

For Return Wall Cum 1 4 20.3 3.80 0.15 46.28

For Shear Key below Box Cum 1 2 9.75 0.50 0.15 1.46

For Curtain Wall Type - I (D/s) Cum 1 1 18.85 0.7 0.15 1.98

For Curtain Wall Type - II (U/s) Cum 1 1 13.70 0.7 0.15 1.44

For Floor apron U/s Cum 1 1 13.50 2.70 0.15 5.47

For Floor apron D/s Cum 1 1 12.65 3.00 0.15 5.69

For Toe Wall Type - I (D/s) Cum 1 0 0.20 0.50 0.15 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.20 0.50 0.15 0.00

7 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates

CSR 2024-25 Vol 1 Item Code 2.4.1 (Page No 16)

For Floor apron U/s Cum 1 1 13.50 2.70 0.30 10.94

For Floor apron D/s Cum 1 1 12.65 3.00 0.30 11.39

8 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & aying flooring complete over Cement Concrete bedding ( c) Dry Rubble Flooring

CSR 2024-25 Vol 3 Item Code 14.7 C (Page No 130)

For Floor apron U/s Cum 1 1 13.50 2.70 0.15 5.47

For Floor apron D/s Cum 1 1 12.65 3.00 0.15 5.69

9 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 18)

For Foundations kg 1 13966.78

Total in kgs 13966.78

Total in Tonnes 13.97 91670.25 1,280,338.00

10 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 c (Page No 18)

For Substructure kg 1 14179.27

Total in kgs 14179.27

Total in Tonnes 14.18 91908.60 1,303,197.00

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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

CSR 2024-25 Vol 1 Item Code 2.11 d (Page No 18)

For Super Structure kg 1 4998.03

Total in kgs 4998.03

Total in Tonnes 5.00 92145.90 460,548.00

12 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 (Form Work Charges as per Addendum - I Box Culvert - 10% for substructure concrete)

CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Box Cell - Bottom Raft Cum 1 1 15.00 9.15 0.50 68.63

Box Cell - Outer walls Cum 1 2 15.00 0.40 3.50 42.00 500.09

Box Cell - Inner Walls Cum 1 1 15.00 0.35 3.50 18.38

Shear Key - Rec Portion Cum 1 2 9.15 0.30 1.20 6.59

Shear Key - Triangle portion Cum 0.5 2 9.15 1.20 1.20 13.18

For Cut off Wall Cum 1 2 9.15 0.50 1.50 13.73

13 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 achine 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete)

CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

Box Cell - Top Slab Cum 1 1 15.00 8.15 0.45 55.01

Corbel Portion Cum 1 2 15.00 0.30 0.30 2.70

14 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Form Work Charges as per Addendum - I Earth retaining structures - 10%)

CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

Return Wall Raft Cum 1 4 20.00 3.50 0.45 126.00

Return Wall Cum 1 4 20.00 0.40 3.75 120.00

15 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15

CSR 2024-25 Vol 3 Item Code 14.8 B (Page No 130)

For Curtain Wall Type - I (D/s) Cum 1 1 18.65 0.40 1.50 11.19

For Curtain Wall Type - II (U/s) Cum 1 1 13.50 0.40 1.20 6.48

For Toe Wall Type - I (D/s) Cum 1 0 0.00 0.30 1.20 0.00

For Toe Wall Type - II (U/s) Cum 1 0 0.00 0.30 1.00 0.00

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

CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

Abutment back side Cum 1 2 15.00 5.50 3.50 577.50

Deduct for Filter media -257.40

17 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

CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

Return Wall Cum 1 4 20.00 0.60 4.05 194.40

18 For Grading -V Material, Plant Mix 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

CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

Approach Slab Cum 1 2 3.50 15.00 0.00 0.00

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

CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

Approach Slab Cum 1 2 3.50 15.00 0.15 15.75

19 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

Approach Slab Cum 1 2 3.50 15.00 0.30 31.50

20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant)

CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

Wearing Course Cum 1 1 14.50 15.15 0.075 16.48

21 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.

CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

Parapet sqm 0 2 8.15 2.05 0.00

RCC Railing (Area = 0.254 m2) (IRC-5) sqm 1 2 2.00 15.15 60.60

22 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.

CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

RCC Railing M 1 2 15.15 31.00

23 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

CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

24 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

For Box Culvert M 1 2 7.00 30.00 0.40 168.00

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

CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

Boundray Stones No 1 2 100.00 200.00

26 Supplying and installation of delineators (road way indicators,Hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

CSR 2024-25 Vol 3 Item Code 8.17 (Page No 67)

Hazard Marking No 1 2 2.00 4.00

27 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. (II)90 cm equilateral triangle

CSR 2024-25 Vol 3 Item Code 8.6 A (ii) (Page No 64)

90 cm equilateral triangle No 1 2 1.00 2.00

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

CSR 2024-25 Vol 3 Item Code 13.7 (Page No 121)

Drainage Spouts No 1 2 4.00 8.00

Total Rs 10,669,681.66

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

BAR BENDING SCHEDULE

ABSTRACT SHEET OF STEEL

S. No Particulars Steel in KGs Concrete Quantity (cum)

1 Box Culvert Bottom Slab 3828.15 68.63

2 Retaining Wall Raft 7248.59 126.00

3 Other Wall 1620.33 17.67

1 Box Culvert Inner and Outer Wall 4809.11 60.38

2 Haunch Bar & Extra Bar 1517.62 1.35

3 Retaining Wall Stem 6563.52 120.00

Super Structure

1 Box Culvert Top Slab 3894.59 55.01

2 Approach Slab 0.00 0.00

3 Bar at Corner 649.08 2.70

Total Steel (Kgs) (A+B+C) 33144.08 451.74 Steel Ok

Steel Quantity per cum 73.37 kg/cum

Section Engineer

PWD Sub-Div. Savadatti

Assistant Executive Engineer

PWD Sub-Div. Savadatti

Box.no/vent B D Nos. Thickness

2.00 3.50 3.50 Top 1.00 0.450 No of outer wall 2

Side wall 2.00 0.400 No of inner wall 1.00

Steel density 7850.00 Middle wall 1.00 0.350

Bottom 1.00 0.500

Road width 15.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ) Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns Clear Cover 0.05

MAIN DIST Total WT Top width 0.30

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

1c Bottom slab Top Extra Bar 2 1 12 0.250 2.45 61.00 0.89 266.02 35565.48 L B D

2 1d Bottom slab Bottom Extra Bar 1 1 12 0.250 2.45 61.00 0.89 133.01 34688.09 Base slab 20 3.5 0.45

4d Top Slab Bottom Extra Bar 2 1 12 0.250 2.45 61.00 0.89 266.02 57564.15

Total Steel Quantity for Box Culvert 12928.82 3239.57 Extra Steel 1.1

Total Steel Quantity for Box Culvert with 10% Extra for Lapping & Chairs 17785.23

RETURN WALL Belove GL wall 20 0.40 1.20

2 Returns Stem Wall-outer bar 4 20 0.40 4.20 134.40 4 10 0.175 5.16 115.00 0.62 1471.63 10 0.175 5.06 25.00 0.62 313.72 Base slab detail Shear key

Returns Stem Wall-Inner bar (1\3rd alternate ) 4 16 0.350 1.80 58.00 1.58 659.02 10 0.175 19.90 11.00 0.62 542.87

Total Steel Quantity for Return Wall 9240.89 5952.43

PROTECTION WALL 0.30

OTHER STRCTURAL WALLS

Total Steel Quantity for Other Wall 973.71 808.65 16975.68

Total Steel Quantity 33144.08 kg #REF!

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -461.76 Diff qty -34907

In tonne -35 80.00

Sl. Section Previous Cutting Volume Filling Volume

No. From Section Difference Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS CSR Rates 2024-2025 (Road)

Sl No Item Code Volume Page No Item Name Unit Basic Rate Overhead Charges Total Formwork Total Add Area Specific Loading Final Rate (INR)

1 2.5 (ii)a Volume 3 9 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle 100 M 2 393.00 0.00 393.00 0.00 393.00 19.65 412.65 CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9) CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9)

2 3.4 (ii) Volume 3 17 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator M 2 5.00 0.00 5.00 0.00 5.00 0.25 5.25 CSR 2024-25 Volume 3 Item Code 3.4 (ii) (Page No 17) CSR 2024-25 Volume 3 Item Code 3.4 (ii) (Page No 17)

1 2.5 (ii)a Volume 3 9 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle 100 M 2 393.00 0.00 393.00 19.65 412.65 CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9) CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9) CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9)

2 3.5 (ii) Volume 3 17 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 M 2 6.00 0.00 6.00 0.00 6.00 0.30 6.30 CSR 2024-25 Volume 3 Item Code 3.5 (ii) (Page No 17) CSR 2024-25 Volume 3 Item Code 3.5 (ii) (Page No 17)

3 3.7 Volume 3 17 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 asgiven in Table 300-2 for embankment construction M 3 105.00 0.00 105.00 0.00 105.00 5.25 110.25 CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17) CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17) #REF!

4 1.7 Volume 1 7 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. M 3 119.00 119.00 119.00 5.95 124.95 CSR 2024-25 Volume 1 Item Code 1.7 (Page No 7) CSR 2024-25 Volume 1 Item Code 1.7 (Page No 7)

5 1.8 Volume 1 7 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. M 3 474.00 0.00 474.00 0.00 474.00 23.70 497.70 CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7) CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7)

6 3.6 Volume 3 17 Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR 2024-25Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 M 3 493.00 0.00 493.00 0.00 493.00 24.65 517.65 CSR 2024-25 Volume 3 Item Code 3.6 (Page No 17) CSR 2024-25 Volume 3 Item Code 3.6 (Page No 17)

7 4.2B (v) Vol 3 23 For Grading -V Material,Mix in Place 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 M3 2359.00 0.00 2359.00 0.00 2359.00 117.95 2476.95 CSR 2024-25 Vol 3 Item Code 4.2B (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.2B (v) (Page No 23)

8 4.17 Volume 3 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. M 3 2559.00 0.00 2559.00 0.00 2559.00 127.95 2686.95 CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26) CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26)

9 5.1 A (i) Volume 3 31 Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. M 2 63.00 0.00 63.00 0.00 63.00 3.15 66.15 CSR 2024-25 Volume 3 Item Code 5.1 A (i) (Page No 31) CSR 2024-25 Volume 3 Item Code 5.1 A (i) (Page No 31)

10 5.3 Volume 3 31 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom M 2 18.00 0.00 18.00 0.00 18.00 0.90 18.90 CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31) CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31)

11 5.4(ii) Volume 3 31 Providing and applying tack coat with RS I Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface M 2 14.00 0.00 14.00 0.00 14.00 0.70 14.70 CSR 2024-25 Volume 3 Item Code 5.4(ii) (Page No 31) CSR 2024-25 Volume 3 Item Code 5.4(ii) (Page No 31)

12 5.16 B Volume 3 43 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, 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 respects Cum 15982.00 0.00 15982.00 0.00 15982.00 799.10 16781.10 CSR 2024-25 Volume 3 Item Code 5.16 B (Page No 43) CSR 2024-25 Volume 3 Item Code 5.16 B (Page No 43)

13 5.31 Volume 3 43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alig\nment and rolled as per MoRTH V revision. Cum 14785.00 0.00 14785.00 0.00 14785.00 739.25 15524.25 CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43) CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43)

14 8.5 A (iv) Volume 3 63 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm 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 Each 3576.00 0.00 3576.00 0.00 3576.00 178.80 3754.80 CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63) CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63)

15 8.15 Volume 3 67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. M 2 530.00 0.00 530.00 0.00 530.00 26.50 556.50 CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67) CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67)

16 8.43 Volume 3 74 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 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 ngineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 365.00 0.00 365.00 0.00 365.00 18.25 383.25 CSR 2024-25 Volume 3 Item Code 8.43 (Page No 74) CSR 2024-25 Volume 3 Item Code 8.43 (Page No 74) CSR 2024-25 Volume 3 Item Code 8.43 (Page No 74)

17 8.25 (i) Vol 3 69 Metal Beam Crash Barrier (i)Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 M 3640.00 0.00 3640.00 182.00 3822.00 CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69) CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69) CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69)

18 1.14.1 Vol 1 8 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 102.00 0.00 102.00 5.10 107.10 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

19 2.1.3 Vol 1 15 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 Using 40 mm nominal size graded crushed coarse aggregates M3 5918.00 0.00 5918.00 295.90 6213.90 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

20 6.6 Vol 3 51 Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) M3 6338.00 0.00 6338.00 316.90 6654.90 CSR 2024-25 Vol 3 Item Code 6.6 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.6 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.6 (Page No 51)

20 16.28 Vol 3 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. M3 6639.00 0.00 6639.00 331.95 6970.95 CSR 2024-25 Vol 3 Item Code 16.28 (Page No 149) CSR 2024-25 Vol 3 Item Code 16.28 (Page No 149) CSR 2024-25 Vol 3 Item Code 16.28 (Page No 149)

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Assistant Executive Engineer

PWD Sub-Div. Savadatti

RETAINING WALL ESTIMATE

Details of Return Wall Type of Soil

No of Return wall 1 BC BC

Length of Return wall = LR 28.00 m Other

Width of Bed A = 2.700 m

Top Thickness of Return wall = t1 0.30 m

Bottom Thickness of Return wall = t2 0.45 m

Avg Thickness of Return wall = TR 0.38 m

Ht below BL = h1 1.50 m

Ht of above BL = h2 1.70 m Shear Key Details 1.044030651

Total above BL = HR 3.20 m Height 0.50 m 1.044030651

Depth of base of Return wall = DR 0.40 m Width 0.30 m 1.6

PCC Bed thickness = 0.10 m 0.3

Main Steel 10 mm 200 0.3

Dist Steel 8 mm 200

Extra Working Space= 0.20 m

depth of filter media 0.20 m

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

Sl. No Item No. & Pg No. Description of Item Unit No L B D Qty Rate Amount

1 CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

Existing Wall Dimantle upto 300mm depth Cum 0 0 90.00 0.30 0.30 0.00

1 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) 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

Retaining Wall -1 Cum 1 1 28.00 4.80 0.45 60.48

For Shear Key Cum 0 28.00 0.70 0.60 0.00

2 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) 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.

For Retaining Wall Cum 0 1 28.00 4.80 0.30 0.00

2 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) 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

For Return Wall Cum 0 1 28.00 4.40 0.10 0.00

For Shear Key Cum 0 1 28.00 0.30 0.10 0.00

2 CSR 2024-25 Vol 1 Item Code 12.11 d (Page No 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges

For Retaining Wall 1 5725.27 1

Total in kgs 5725.27

Total in Tonnes 5.80 80381.70 466,214.00

3 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 M20

Return Wall Raft Cum 1 1 28.00 4.40 0.40 49.28

Return Wall Cum 1 1 28.00 0.38 2.80 29.40

For Extension of Wall - Wall Cum 0 0 90.00 0.30 1.20 0.00

4 CSR 2024-25 Vol1 Item Code 1.8 (Page No 7) 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.

Return Wall Cum 1 1 28.00 1.95 2.80 152.88

5 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) 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

Return Wall Cum 0 0 28.00 0.20 2.80 0.00

5 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

For Retaining Wall M 1 1 28.00 3.20 0.60 53.76

6 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) 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 (Form Work Charges as per Addendum - I Steps - 50% for substructure concrete)

For Waist Slab Cum 1 1 7.20 1.00 0.15 1.08 Inclined Length 7.2

Total Rs 1,246,940.00

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Box.no/vent B D Nos. Thickness

2.00 4.00 4.00 Top 1.00 0.400 No of outer wall 2

Side wall 2.00 0.300 No of inner wall 1.00

Steel density 7850.00 Middle wall 2.00 0.350

Bottom 1.00 0.450

Road width 5.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ) Haunch 0.011 Extra offset 0.50

STEEL QUANTITY Returns

MAIN DIST Total WT Top width 0.20

Sl.No Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.50

RETAINING WALL Belove GL wall 2 0.35 1.00

2 Returns Stem Wall-outer bar 1 28.00 0.38 2.80 29.40 1 10 0.175 3.76 161.00 0.62 375.32 10 0.175 3.66 17.00 0.62 38.58 Base slab detail Shear key

3 Extension Stem Wall - Anchor bar 0 0.00 0.30 1.20 0.00 0 10 0.150 1.20 1.00 0.62 0.00 10 0.200 -0.10 7.00 0.62 0.00 Base slab detail Shear key

Top Extra Bar for Step 1 12 0.150 1.00 8.00 0.89 7.12 10 0.175 0.90 7.00 0.62 3.91 Base slab detail Shear key

Bottom Extra Bar for Step 1 12 0.150 1.00 8.00 0.89 7.12 10 0.175 0.90 7.00 0.62 3.91 Base slab detail Shear key

78.68 Total Steel Quantity 5725.27 #REF!

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty #REF! Diff qty -11507

In tonne -12 80.00

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS COMMON UNI SR Rates 2024-2025 CD

Sl No Item Code Vol Page No Item Name Unit Basic Rate Overhead Charges Total Formwork Total Add Area Specific Loading Final Rate (INR)

1 2.8 (II) B Vol 3 10 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 Dismantling Stone Masonry (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above M3 1108.00 0.00 1108.00 0.00 1108.00 55.40 1163.40 CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

2 2.8 (II) A Vol 3 10 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 (I) Lime /Cement Concrete: (ii) By Mechanical Means a.Cement Concrete Grade M-15 & M-20 M3 719.00 0.00 719.00 0.00 719.00 35.95 754.95 CSR 2024-25 Vol 3 Item Code 2.8 (II) A (Page No 10) CSR 2024-25 Vol 3 Item Code 2.8 (II) A (Page No 10)

1 1.14.1 Vol 1 8 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 102.00 0.00 102.00 0.00 102.00 5.10 107.10 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

2 14.1 Vol 3 129 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. M 3 1912.00 0.00 1912.00 0.00 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

2 2.1.3 Vol 1 15 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 M3 5918.00 0.00 5918.00 0.00 5918.00 295.90 6213.90 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

3 1.8 Vol1 7 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. M 3 474 0 474 0 474 23.7 497.7 0 0 0 CSR 2024-25 Vol1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol1 Item Code 1.8 (Page No 7)

2 12.11 d Vol 1 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges T 76554.00 0.00 76554.00 0.00 76554.00 3827.70 80381.70 CSR 2024-25 Vol 1 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 1 Item Code 12.11 d (Page No 18)

3 2.4.3 Vol 1 16 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete) M3 6336.00 0.00 6336.00 1267.20 7603.20 380.16 7983.36 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

4 2.5.2 Vol 1 16 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 achine 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 (Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete) M3 6843.00 0.00 6843.00 1368.60 8211.60 410.58 8622.18 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

5 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1368.60 1368.60 1368.60 68.43 1437.03 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

3 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (Form Work Charges as per Addendum - I Earth retaining structures - 10%) M3 6371.00 0.00 6371.00 637.10 7008.10 350.41 7358.51 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

4 14.8 Vol 3 129 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6243.00 0.00 6243.00 0.00 6243.00 312.15 6555.15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

4 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material M3 1168.00 0.00 1168.00 0.00 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

5 12.4 Vol 3 117 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 M3 2677.00 0.00 2677.00 0.00 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

6 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 0.00 2487.00 0.00 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

7 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6811.00 0.00 6811.00 0.00 6811.00 340.55 7151.55 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

8 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11835.00 0.00 11835.00 0.00 11835.00 591.75 12426.75 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

9 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13971.00 0.00 13971.00 0.00 13971.00 698.55 14669.55 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

10 13.14 Vol 3 123 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) M 2 84.00 0.00 84.00 0.00 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

11 13.4 Vol 3 121 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. M 2329.00 0.00 2329.00 0.00 2329.00 116.45 2445.45 CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

12 14.4 Vol 3 129 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 M 3 1912.00 0.00 1912.00 0.00 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

5 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 0.00 138.00 0.00 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

6 2.4.3 Vol 1 16 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 (Form Work Charges as per Addendum - I Steps - 50% for substructure concrete) M3 6227.00 0.00 6227.00 3113.50 9340.50 467.03 9807.53 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

2 12.4 Vol 3 117 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 M3 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

3 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material M3 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

4 9.1 Vol 3 87 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. CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87) CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87)

16.15b Vol 3 146 1000 mm Dia m 7958.00 397.90 8355.90 CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

16.15a Vol 3 146 1200 mm Dia m 8425.00 421.25 8846.25 CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146)

8.58 Vol 3 80 600 mm Dia m 1906.00 95.30 2001.30 CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80) CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80)

5 2.1.3 Vol 1 15 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 M3 5989.00 299.45 6288.45 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

6 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 M3 6480.00 324.00 6804.00 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

7 2.4.3 Vol 1 16 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 M3 6336.00 316.80 6652.80 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

8 2.5.2 Vol 1 16 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 achine 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 M3 6843.00 342.15 7185.15 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

9 12.11 b Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges t 86206.00 4310.30 90516.30 CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

10 12.11 c Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges t 86433.00 4321.65 90754.65 CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18)

11 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

12 12.11 h Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 79011.00 3950.55 82961.55 CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18)

12 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

13 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

14 13.14 Vol 3 123 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) M 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

15 1.8 Vol 1 7 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. M3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

16 14.4 A Vol 3 129 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 M3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

17 8.18 Vol 3 67 Boundary pillar 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 748.00 37.40 785.40 822.8 0 822.8 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

18 1.8 Vol 1 7 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. M 3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

19 8 Vol 1 111 Form Work Charges as per Addendum - I Earth retaining structures - 10% M 3 648.00 32.40 680.40 CSR 2024-25 Vol 1 Item Code 8 (Page No 111) CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

20 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete M 3 1267.20 63.36 1330.56 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

21 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1368.60 68.43 1437.03 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

22 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

23 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13971.00 698.55 14669.55 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

24 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6811.00 340.55 7151.55 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

25 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11835.00 591.75 12426.75 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

26 13.14 Vol 3 123 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. M 2 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

27 14.8 Vol 3 129 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6243.00 312.15 6555.15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

28 14.9 Vol 3 130 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall M 3 2049.00 102.45 2151.45 CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130) CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

29 14.4 Vol 3 129 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 M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

30 13.13 A Vol 3 129 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m Length) M 4168.00 208.40 4376.40 CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129) CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

31 14.1 Vol 3 129 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. M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

32 6.8.1 Vol 3 51 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) M 2 1068.00 53.40 1121.40 CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51)

33 13.4 Vol 3 121 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. M 2329.00 116.45 2445.45 CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.4 (Page No 121)

Section Officer Assistant Executive Engineer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division, P.W.D. Sub Division,

Athani Athani Athani

No of Drain No= 1

Drain Width W= 0.9 m

Drain Depth D= 0.9 m

Drain Length L= 120.00 m

Extra Spacing Work 0.30 m

Depth of Boulder Filling 0.00 m

Thickness of Raft 0.20 m

Thickeness of Side Wall 0.15 m

Thickness of PCC 0.15 m

Reinforcement Details

Main Steel 10 mm 150

Distribution Steel 8 mm 150

Details of Drain

No of Drain No= 1

Drain Width W= 0.9 m

Drain Depth D= 0.9 m

Drain Length L= 120.00 m

Extra Spacing Work 0.30 m

Depth of Boulder Filling 0.00 m

Thickness of Raft 0.20 m

Thickeness of Side Wall 0.15 m

Thickness of PCC 0.15 m

Reinforcement Details of Drain

Main Steel 10 mm 150

Distribution Steel 8 mm 150

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RCC DRAIN length 120.00 m m

Sl. No Item No. & Pg No. Description of Item Unit No L B D Qty Rate Amount side wall ht 1 m thicknes 0.2

1 2 3 4 5 6 7 8 9 10 11 raft width 0.6 m depth 0.2

1 CSR 2024-25 Vol 3 Item Code 2.8 (II) A (Page No 10) 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 (I) Lime /Cement Concrete: (ii) By Mechanical Means a.Cement Concrete Grade M-15 & M-20

For Side Wall cum 0 2 120.00 0.20 1.00 0.00

1 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m

2 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) 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

3 CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16) Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

For Side Wall Cum 1 2 120.00 0.90 0.15 32.40

4 CSR 2024-25 Vol 3 Item Code 2.11f d (Page No 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 /softannealed steel wire and other ancilary operations complete as per drawing and technical specification

Main Steel 10 mm - @150mm C/C kg 1 801 3.00 0.610 kg/m 1465.24

Distribution Steel 8 mm - @150mm C/C kg 1 21 125.90 0.390 kg/m 1031.77

Total in kgs 2497.01

Total in Tonnes 2.50 95560.50 238,616.00

5 CSR 2024-25 Vol 1 Item Code 4 (Page No 112) Form Work Charges as per Addendum - I Cement Concrete Drain Walls - 35% for concrete

As per Qty I No 05 Cum 61.20

6 CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7) Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications For locations where GGBS is readily availble Provide M25 concrete given in Item No ------

Drain Side Walls Cum 1 1 120.00 0.60 1.10 79.20

Total Rs 988,292.00

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS COMMON UNI SR Rates 2024-2025 CD

Sl No Item Code Vol Page No Item Name Unit Basic Rate Add 5% Area Specific Loading Final Rate (INR)

1 2.11 (II) A Vol 3 10 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 Dismantling Stone Masonry (ii) By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc by Mechanical means M3 180.00 9.00 189.00 CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10) CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

1 2.8 (II) A Vol 3 10 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 (I) Lime /Cement Concrete: (ii) By Mechanical Means a.Cement Concrete Grade M-15 & M-20 M3 719.00 35.95 754.95 CSR 2024-25 Vol 3 Item Code 2.8 (II) A (Page No 10) CSR 2024-25 Vol 3 Item Code 2.8 (II) A (Page No 10)

2 2.17 Vol 3 11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. CSR 2024-25 Vol 3 Item Code 2.17 (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (Page No 11)

2.17 (ix) A Vol 3 11 Upto 600mm dia M 957.00 47.85 1004.85 CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) A (Page No 11)

2.17 (ix) B Vol 3 11 Above 600 mm to 900 mm dia M 1096.00 54.80 1150.80 CSR 2024-25 Vol 3 Item Code 2.17 (ix) B (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) B (Page No 11)

2.17 (ix) C Vol 3 11 Above 900 mm M 1374.00 68.70 1442.70 CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11) CSR 2024-25 Vol 3 Item Code 2.17 (ix) C (Page No 11)

2 9.1 Vol 3 87 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. CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87) CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87)

16.15b Vol 3 146 1000 mm Dia m 7958.00 397.90 8355.90 CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

16.15a Vol 3 146 1200 mm Dia m 8425.00 421.25 8846.25 CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146)

1 1.14.1 Vol 1 8 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 102.00 5.10 107.10 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

2 14.1 Vol 3 129 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. M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

2 2.1.3 Vol 1 15 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 M3 5918.00 295.90 6213.90 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

3 2.4.2 Vol 1 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M3 6221.00 311.05 6532.05 CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16)

4 2.11f Vol 3 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 /softannealed steel wire and other ancilary operations complete as per drawing and technical specification T 91010.00 4550.50 95560.50 CSR 2024-25 Vol 3 Item Code 2.11f (Page No 18) CSR 2024-25 Vol 3 Item Code 2.11f (Page No 18) 95560.50

5 4 Vol 1 112 Form Work Charges as per Addendum - I Cement Concrete Drain Walls - 35% for concrete M 3 2177.35 108.87 2286.22 CSR 2024-25 Vol 1 Item Code 4 (Page No 112) CSR 2024-25 Vol 1 Item Code 4 (Page No 112)

6 1.10 Vol 1 7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications M3 160.00 8.00 168.00 6445.44 CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7)

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

2 12.4 Vol 3 117 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 M3 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

3 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material M3 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

4 9.1 Vol 3 87 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. CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87) CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87)

16.15b Vol 3 146 1000 mm Dia m 7958.00 397.90 8355.90 CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

16.15a Vol 3 146 1200 mm Dia m 8425.00 421.25 8846.25 CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146)

8.58 Vol 3 80 600 mm Dia m 1906.00 95.30 2001.30 CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80) CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80)

5 2.1.3 Vol 1 15 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 M3 5989.00 299.45 6288.45 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

6 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 M3 6480.00 324.00 6804.00 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

7 2.4.3 Vol 1 16 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 M3 6336.00 316.80 6652.80 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

8 2.5.2 Vol 1 16 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 achine 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 M3 6843.00 342.15 7185.15 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

9 12.11 b Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges t 86206.00 4310.30 90516.30 CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

10 12.11 c Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges t 86433.00 4321.65 90754.65 CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18)

11 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

12 12.11 h Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 79011.00 3950.55 82961.55 CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18)

12 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

13 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

14 13.14 Vol 3 123 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) M 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

15 1.8 Vol 1 7 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. M3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

16 14.4 A Vol 3 129 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 M3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

17 8.18 Vol 3 67 Boundary pillar 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 748.00 37.40 785.40 822.8 0 822.8 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

18 1.8 Vol 1 7 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. M 3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

19 8 Vol 1 111 Form Work Charges as per Addendum - I Earth retaining structures - 10% M 3 648.00 32.40 680.40 CSR 2024-25 Vol 1 Item Code 8 (Page No 111) CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

20 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete M 3 1267.20 63.36 1330.56 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

21 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1368.60 68.43 1437.03 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

22 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

23 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13971.00 698.55 14669.55 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

24 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6811.00 340.55 7151.55 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

25 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11835.00 591.75 12426.75 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

26 13.14 Vol 3 123 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. M 2 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

27 14.8 Vol 3 129 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6243.00 312.15 6555.15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

28 14.9 Vol 3 130 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall M 3 2049.00 102.45 2151.45 CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130) CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

29 14.4 Vol 3 129 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 M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

30 13.13 A Vol 3 129 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m Length) M 4168.00 208.40 4376.40 CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129) CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

31 14.1 Vol 3 129 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. M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

32 6.8.1 Vol 3 51 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) M 2 1068.00 53.40 1121.40 CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51)

Section Officer Assistant Executive Engineer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division, P.W.D. Sub Division,

Athani Athani Athani

APPRAOCH ROAD ESTIMATE

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS (CSR 2024-25)

Sl No Item Code Volume Page No Item Name Unit Basic Rate Add 5% Area Specific Loading Final Rate (INR)

1 2.5 (ii)a Volume 3 9 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle 100 M 2 393.00 19.65 412.65 CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9) CSR 2024-25 Volume 3 Item Code 2.5 (ii)a (Page No 9)

2 3.4 (ii) Volume 3 17 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator M 2 5.00 0.25 5.25 CSR 2024-25 Volume 3 Item Code 3.4 (ii) (Page No 17) CSR 2024-25 Volume 3 Item Code 3.4 (ii) (Page No 17)

2 3.5 (ii) Volume 3 17 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 M 2 6.00 0.30 6.30 CSR 2024-25 Volume 3 Item Code 3.5 (ii) (Page No 17) CSR 2024-25 Volume 3 Item Code 3.5 (ii) (Page No 17)

3 3.11 Volume 3 18 Preparation and Surface Treatment of Formation Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. M 3 4.00 0.20 4.20 CSR 2024-25 Volume 3 Item Code 3.11 (Page No 18) CSR 2024-25 Volume 3 Item Code 3.11 (Page No 18) #REF!

3 1.12 Volume 1 8 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 M 3 95.00 4.75 99.75 CSR 2024-25 Volume 1 Item Code 1.12 (Page No 8) CSR 2024-25 Volume 1 Item Code 1.12 (Page No 8)

4 3.7 Volume 3 17 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 asgiven in Table 300-2 for embankment construction M 3 105.00 5.25 110.25 CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17) CSR 2024-25 Volume 3 Item Code 3.7 (Page No 17) #REF!

5 1.7 Volume 1 7 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. M 3 119.00 5.95 124.95 CSR 2024-25 Volume 1 Item Code 1.7 (Page No 7) CSR 2024-25 Volume 1 Item Code 1.7 (Page No 7)

6 1.8 Volume 1 7 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. M 3 474.00 23.70 497.70 CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7) CSR 2024-25 Volume 1 Item Code 1.8 (Page No 7)

7 3.6 Volume 3 17 Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR 2024-25Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 M 3 493.00 24.65 517.65 CSR 2024-25 Volume 3 Item Code 3.6 (Page No 17) CSR 2024-25 Volume 3 Item Code 3.6 (Page No 17)

8 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

9 4.17 Volume 3 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. M 3 2559.00 127.95 2686.95 CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26) CSR 2024-25 Volume 3 Item Code 4.17 (Page No 26)

10 5.1 A (i) Volume 3 31 Prime Coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. M 2 41.00 2.05 43.05 CSR 2024-25 Volume 3 Item Code 5.1 A (i) (Page No 31) CSR 2024-25 Volume 3 Item Code 5.1 A (i) (Page No 31)

1 5.3 Volume 3 31 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom M 2 18.00 0.90 18.90 CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31) CSR 2024-25 Volume 3 Item Code 5.3 (Page No 31)

1 5.4(ii) Volume 3 31 Providing and applying tack coat with RS I Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface M 2 14.00 0.70 14.70 CSR 2024-25 Volume 3 Item Code 5.4(ii) (Page No 31) CSR 2024-25 Volume 3 Item Code 5.4(ii) (Page No 31)

2 5.6 (i) A Volume 3 31 Bituminous macadam Grading - i for traffic <20 mSa Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 7536.00 376.80 7912.80 CSR 2024-25 Volume 3 Item Code 5.6 (i) A (Page No 31) CSR 2024-25 Volume 3 Item Code 5.6 (i) A (Page No 31)

3 5.31 Volume 3 43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alig\nment and rolled as per MoRTH V revision. Cum 10152.00 507.60 10659.60 CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43) CSR 2024-25 Volume 3 Item Code 5.31 (Page No 43)

2 5.16 B Volume 3 43 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, 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 respects Cum 14675.00 733.75 15408.75 CSR 2024-25 Volume 3 Item Code 5.16 B (Page No 43) CSR 2024-25 Volume 3 Item Code 5.16 B (Page No 43)

3 8.5 A (iv) Volume 3 63 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm 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 Each 3562.00 178.10 3740.10 CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63) CSR 2024-25 Volume 3 Item Code 8.5 A (iv) (Page No 63)

4 8.15 Volume 3 67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. M 2 530.00 26.50 556.50 CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67) CSR 2024-25 Volume 3 Item Code 8.15 (Page No 67)

5 8.43 Vol 3 74 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 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 ngineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 365.00 18.25 383.25 CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74) CSR 2024-25 Vol 3 Item Code 8.43 (Page No 74)

6 1.14.1 Vol 1 8 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 102.00 5.10 107.10 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

7 2.1.3 Vol 1 15 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 Using 40 mm nominal size graded crushed coarse aggregates M3 5918.00 295.90 6213.90 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

8 8.25 (i) Vol 3 69 Metal Beam Crash Barrier (i)Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 M 3640.00 182.00 3822.00 CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69) CSR 2024-25 Vol 3 Item Code 8.25 (i) (Page No 69)

Section Officer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

RETAINING WALL ESTIMATE

Details of Drain

No of Drain No= 1

Drain Width W= 1.0 m

Drain Depth D= 1.0 m

Drain Length L= 60.00 m

Extra Spacing Work 0.30 m

Depth of Boulder Filling 0.00 m

Thickness of Raft 0.15 m

Thickeness of Side Wall 0.15 m

Thickness of PCC 0.10 m

Reinforcement Details of Drain

Main Steel 10 mm 150

Distribution Steel 8 mm 200

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

DRAIN LINE length 50 m

Sl. No Item No. & Pg No. Description of Item Unit No L B D Qty Rate Amount side wall ht 1 m thicknes 0.2

1 2 3 4 5 6 7 8 9 10 11 raft width 0.6 m depth 0.2

1 CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) 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 (I) Lime /Cement Concrete: (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above

For Side Wall cum 1 2 50.00 0.20 1.00 20.00

2 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) 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

3 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) 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

Below Raft Cum 1 1 60.00 1.60 0.10 9.60

4 CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16) Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Cement Concrete Drain Walls - 35% for concrete)

For Side Wall Cum 1 2 60.00 1.00 0.15 18.00

5 CSR 2024-25 Vol 1 Item Code 2.11 b (Page No 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 /softannealed steel wire and other ancilary operations complete as per drawing and technical specification

Main Steel 10 mm - @150mm C/C kg 1 401 3.25 0.610 kg/m 794.66

Distribution Steel 8 mm - @200mm C/C kg 1 18 62.90 0.390 kg/m 441.83

Total in kgs 1236.49

Total in Tonnes 1.236 84819.00 104,878.00

6 CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7) Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications For locations where GGBS is readily availble Provide M25 concrete given in Item No ------

Drain Side Walls Cum 1 1 60.00 0.60 1.15 41.40

Total Rs 479,151.40

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

RATE ANALYSIS COMMON UNI SR Rates 2024-2025 CD

Sl No Item Code Vol Page No Item Name Unit Basic Rate Overhead Charges Total Formwork Total Add Area Specific Loading Final Rate (INR)

1 2.11 (II) A Vol 3 10 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 Dismantling Stone Masonry (ii) By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc by Mechanical means M3 180.00 0.00 180.00 0.00 180.00 9.00 189.00 CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10) CSR 2024-25 Vol 3 Item Code 2.11 (II) A (Page No 10)

1 2.8 (II) B Vol 3 10 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 (I) Lime /Cement Concrete: (ii) By Mechanical Means B) Prestressed / RCC grade M-20 & above M3 1108.00 0.00 1108.00 0.00 1108.00 55.40 1163.40 CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10) CSR 2024-25 Vol 3 Item Code 2.8 (II) B (Page No 10)

2 1.14.1 Vol 1 8 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 102.00 0.00 102.00 0.00 102.00 5.10 107.10 CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8) CSR 2024-25 Vol 1 Item Code 1.14.1 (Page No 8)

3 2.1.3 Vol 1 15 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 M3 5918.00 0.00 5918.00 0.00 5918.00 295.90 6213.90 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

4 2.4.2 Vol 1 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Form Work Charges as per Addendum - I Cement Concrete Drain Walls - 35% for concrete) M3 6227.00 0.00 6227.00 2179.45 8406.45 420.32 8826.77 CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.2 (Page No 16)

5 2.11f Vol 3 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 /softannealed steel wire and other ancilary operations complete as per drawing and technical specification T 80780.00 0.00 80780.00 0.00 80780.00 4039.00 84819.00 CSR 2024-25 Vol 3 Item Code 2.11f (Page No 18) CSR 2024-25 Vol 3 Item Code 2.11f (Page No 18)

6 1.10 Vol 1 7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications M3 160.00 0.00 160.00 0.00 160.00 8.00 168.00 6445.44 CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.1 (Page No 7)

Section Engineer Assistant Executive Engineer

PWD Sub-Div. Savadatti PWD Sub-Div. Savadatti

3 12.4 Vol 3 117 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 M3 2677.00 133.85 2810.85 CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.4 (Page No 117)

4 12.3A Vol 3 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material M3 1168.00 58.40 1226.40 CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117) CSR 2024-25 Vol 3 Item Code 12.3A (Page No 117)

5 9.1 Vol 3 87 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. CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87) CSR 2024-25 Vol 3 Item Code 9.1 (Page No 87)

16.15b Vol 3 146 1000 mm Dia m 7958.00 397.90 8355.90 CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15b (Page No 146)

16.15a Vol 3 146 1200 mm Dia m 8425.00 421.25 8846.25 CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146) CSR 2024-25 Vol 3 Item Code 16.15a (Page No 146)

8.58 Vol 3 80 600 mm Dia m 1906.00 95.30 2001.30 CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80) CSR 2024-25 Vol 3 Item Code 8.58 (Page No 80)

6 2.1.3 Vol 1 15 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 M3 5989.00 299.45 6288.45 7094.304 CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.1.3 (Page No 15)

7 2.3.2 Vol 1 15 For Return Walls Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 M3 6480.00 324.00 6804.00 6445.44 CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15) CSR 2024-25 Vol 1 Item Code 2.3.2 (Page No 15)

8 2.4.3 Vol 1 16 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 M3 6336.00 316.80 6652.80 6445.44 CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.4.3 (Page No 16)

9 2.5.2 Vol 1 16 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 achine 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 M3 6843.00 342.15 7185.15 6445.44 CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16) CSR 2024-25 Vol 1 Item Code 2.5.2 (Page No 16)

10 12.11 b Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridges t 86206.00 4310.30 90516.30 CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 b (Page No 18)

11 12.11 c Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges t 86433.00 4321.65 90754.65 CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 c (Page No 18)

12 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

13 12.11 h Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 79011.00 3950.55 82961.55 CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 h (Page No 18)

13 4.1 A (v) Vol 3 23 For Grading -V Material, Plant Mix 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 M3 2487.00 124.35 2611.35 CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23) CSR 2024-25 Vol 3 Item Code 4.1 A (v) (Page No 23)

14 12.1 Vol 3 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 138.00 6.90 144.90 CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117) CSR 2024-25 Vol 3 Item Code 12.1 (Page No 117)

15 13.14 Vol 3 123 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) M 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

16 1.8 Vol 1 7 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. M3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

17 14.4 A Vol 3 129 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 M3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 A (Page No 129)

18 8.18 Vol 3 67 Boundary pillar 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 748.00 37.40 785.40 822.8 0 822.8 CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67) CSR 2024-25 Vol 3 Item Code 8.18 (Page No 67)

19 1.8 Vol 1 7 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. M 3 474.00 23.70 497.70 CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7) CSR 2024-25 Vol 1 Item Code 1.8 (Page No 7)

20 8 Vol 1 111 Form Work Charges as per Addendum - I Earth retaining structures - 10% M 3 648.00 32.40 680.40 CSR 2024-25 Vol 1 Item Code 8 (Page No 111) CSR 2024-25 Vol 1 Item Code 8 (Page No 111)

21 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for substructure concrete M 3 1267.20 63.36 1330.56 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

22 6 Vol 1 112 Form Work Charges as per Addendum - I Box Culvert - 20% for Super Structure Concrete M 3 1368.60 68.43 1437.03 CSR 2024-25 Vol 1 Item Code 6 (Page No 112) CSR 2024-25 Vol 1 Item Code 6 (Page No 112)

23 12.11 d Vol 3 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification t 86658.00 4332.90 90990.90 CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18) CSR 2024-25 Vol 3 Item Code 12.11 d (Page No 18)

24 13.2 Vol 3 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) M 3 13971.00 698.55 14669.55 CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.2 (Page No 121)

25 13.8 Vol 3 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 3 6811.00 340.55 7151.55 CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121) CSR 2024-25 Vol 3 Item Code 13.8 (Page No 121)

26 13.9 Vol 3 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) M 3 11835.00 591.75 12426.75 CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122) CSR 2024-25 Vol 3 Item Code 13.9 (Page No 122)

27 13.14 Vol 3 123 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. M 2 84.00 4.20 88.20 CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123) CSR 2024-25 Vol 3 Item Code 13.14 (Page No 123)

28 14.8 Vol 3 129 Curtain wall complete as per drawing and Technical specification b. Cement Concrete Grade - M15 M 3 6243.00 312.15 6555.15 CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.8 (Page No 129)

29 14.9 Vol 3 130 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall M 3 2049.00 102.45 2151.45 CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130) CSR 2024-25 Vol 3 Item Code 14.9 (Page No 130)

30 14.4 Vol 3 129 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 M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.4 (Page No 129)

31 13.13 A Vol 3 129 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified A. Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1m Length) M 4168.00 208.40 4376.40 CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129) CSR 2024-25 Vol 3 Item Code 13.13 A (Page No 129)

32 14.1 Vol 3 129 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. M 3 1912.00 95.60 2007.60 CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129) CSR 2024-25 Vol 3 Item Code 14.1 (Page No 129)

33 6.8.1 Vol 3 51 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) M 2 1068.00 53.40 1121.40 CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51) CSR 2024-25 Vol 3 Item Code 6.8.1 (Page No 51)

Section Officer Assistant Executive Engineer Assistant Executive Engineer

P.W.D. Sub Division, P.W.D. Sub Division, P.W.D. Sub Division,

Athani Athani Athani

Width Curtain Wall

Approach Slab length #REF! 3.00 X 3.00 B D

Wing Wall CD Size 3 x 3 Vent M-10 0.9 0.15

Sides 4.0 Road Width 10 m M-20 0.6 0.3

Length 3.0 Width 3.00 m 2 M-20 0.3 0.6

Length 384 H 1 1.0 Height 3.00 m Sides 4

Protection Wall H2 3.47 PCC Thk & off 0.15 m Curtian Wall / App slab Length 3

5 Top Width Bottom Width Ht Width 1 Low End 0.5 Nos Bot 0.45 m App slab Thickness 0.3

6 Top Rectangal Portion 0.30 0.30 0.80 Width 2Low End 0.85 2 End Sides 0.42 m M-15 0.15

7 Triangle Portion 0.00 0.68 0.80 1 Middle Sides 0.35

Bottom Rectangal Portion 0.68 0.68 0.60 Width 1 High End 0.5 0.745 Slab 0.47 m

Bottom Triangle Portion 0.00 0.40 0.40 Width 2 High End 1.13 No 1

Extra Bottom width 0.3 m

M15 offset 0.10 m

Under Box Curtain Wall

Return Wall BOX CULVERT: 3 V, (3 m x 3 m) Approach Slab 3.50 Curtain Wall D/S

Length 6 Width Road Width 7.50 Thickness 0.30 Ht Width offset

M-15 0.15 Box Width 3.00 Vent 3 Levelling Course M-15 0.150 M-15 Thick 0.150 1.850 0.100

2.85 Up to GL 0.98 0.30 Box Ht 3.00 Footing 1st 0.550 1.650

Above GL 3.450 0.50 End Walls (F) 0.450 No Of Walls 2 Footing 2nd 0.750 0.750 0.450

Base Slab 0.52 5.00 Middle Walls (g) 0.45 2 Length D width Footing 3rd 0.750 0.450 0.150

Murrum 0.30 Top Slab (d) 0.450 Excavation Depth 0.90 Floor Apron D/S 3 0.45 12.10 Wall 0.450 0.200 0.125

4.43 Murrum Off 0.30 Bottom Slab, e 0.450 Floor Apron U/S 2 0.45 12.10 Curtain Wall U/S

3.91 Murrum Offset 0.30 Flexible Apron D/S 2 0.75 12.10 Ht Width offest

M-15 Offset 0.15 Flexible Apron U/S 2 0.75 12.10 M-15 Thick 0.150 1.500 0.100

Curtain Wall PCC Thick 0.15 Footing 1st 0.800 1.300

Width 0.25 Extra offset 0.50 Wall 0.450 0.200 0.125

M-15 0.15 Murrum 0.30

Depth of the Top Slab (d)

Construction of Box Culvert @ ch. 17.83 km and Road Sharahatti to Balawad Cross km 15.38 to 19.00 at Athani Taluka Belagavi District. Depth of the Bottom Slab (e)

Estimate of Box Culvert: 3 V, (3 m x 3 m) Depth of the Outer Vertical Slab (f)

Ch .no. 123.19 Depth of the Inner Vertical Slab (g)

SN Description of Work Unit Box No L B D Qty Rate Amount

1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.

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

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

PWD Schedule of Rates 2021-2022 Vol No.1, Page No:8, Item No:1.14.1

Retaining wall 0 6.00 5.30 1.95 0.00

cuttoff Wall 2 12.10 1.00 0.70 16.94

Floor Apron D/S 1 3.00 12.10 0.45 16.34

Floor Apron U/S 1 2.00 12.10 0.45 10.89

Flexible Apron D/S 1 2.00 12.10 0.75 18.15

Flexible Apron U/S 1 2.00 12.10 0.75 18.15 2.20

Curtain Wall Type-1 1 11.50 1.85 2.50 53.19

Curtain Wall Type-2 1 11.50 1.50 2.00 34.50

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

PWD Schedule of Rates 2021-2022 Vol No.4, Page No:64, Item No:A130A

Retaining wall 0 6.00 5.30 0.60 0.00

Curtain Wall Type-1 1 11.50 1.85 0.60 12.77

Curtain Wall Type-2 1 11.50 1.50 0.60 10.35

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

PWD Common SR 2021-22 Vol-1 Pg.No.15 It.No.2.1.3

Retaining wall 0 6.00 5.30 0.15 0.00

cuttoff Wall 2 12.10 1.00 0.15 3.63

Curtain Wall Type-1 1 11.50 1.85 0.15 3.19

Curtain Wall Type-2 1 11.50 1.50 0.15 2.59

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

PWD Schedule of Rates 2021-2022 Vol No.1, Page No:17, Item No:2.4.3

BOX CULVERT: 3 V, (3 m x 3 m)

Key Slab( cutwall) 2 12.1 0.350 0.450 3.810

5a ADD FOR FORMWORK (BOX CULVER 5%)) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

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

PWD Schedule of Rates 2021-2022 Vol No.1, Page No:16, Item No:2.3.2

Retaining wall Raft 0 6.0 5.00 0.520 0.00

Retaining wall -stem 0 6.0 3.680 0.400 0.000

6a ADD FOR FORMWORK (Retaining Wall-10%) Cum 0.00 686.39 0.00

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

PWD Schedule of Rates 2021-2022 Vol No.1, Page No:17, Item No: 2.4.3

BOX CULVERT: 3 V, (3 m x 3 m)

Haunch Portion (0.50x0.15x0.15) 8 7.5 0.011 0.680

7a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

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

PWD Schedule of Rates 2021-2022 Vol No.1, Page No:17, Item No:2.5.2

BOX CULVERT: 3 V, (3 m x 3 m)

8a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

9 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. AS PER DEISGN

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:99, Item No:13.1

AS PER CALCULATION SHEET #REF! 0.00 0.00

cuttoff Wall 1 3.63 0.01 0.04

Curtain wall 1 44.49 0.00 0.00

tonne 1 #REF! 92461.95 #REF!

10 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. AS PER DEISGN #REF!

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:103, Item No:14.1 #REF!

AS PER CALCULATION SHEET 5.67 5.67

SLAB tonne 1 5.67 92661.45 525,706.32 AS PER DEISGN #REF!

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

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:103, Item No:14.9 #REF!

Below Approach Slab 2 3.50 7.50 0.150 7.88

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

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:104, Item No:14.1

For Approach slab 2 3.50 7.50 0.30 15.75

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

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:103, Item No:14.3

For Approach slab 0 3.50 7.50 0.075 0.00 CHECK

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

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:99, Item No:13.5

Retaining wall and abutmrnt back side 2 7.50 6.00 3.680 331.20

Curtain Wall Type-1 1 11.50 0.20 0.550 1.27

Curtain Wall Type-2 1 11.50 0.20 0.800 1.84

Deduct for Filter media 31.05

15 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:99, Item No:13.7

Behind walls 2 7.50 0.60 3.45 31.05

Behind Retaining wall 0 6.00 0.60 3.68 0.00

Behind Protection Wall #REF! #REF! 0.60 3.68 #REF!

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

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:103, Item No:14.6

17 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:111, Item No:16.1

Flexible Apron D/S 0 2.00 12.10 0.75 0.00

Flexible Apron U/S 0 2.00 12.10 0.75 0.00

18 Providing and laying of apron with cement concrete blocks of size 0.3x0.3x0.3 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:111, Item No:16.3

Floor Apron D/S 0 3.00 12.10 0.45 0.00

Floor Apron U/S 0 2.00 12.10 0.45 0.00

17 Filler Joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:105, Item No:14.16

18 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705

PWD Schedule of Rates 2021-2022 Vol No.3, Page No:103, Item No:14.8

19 9.20 ii . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, 1200 mm dia 20460.00

Assistant Executive Engineer, PWD.Sub-Dn,Athani Executive Engineer, PWD, Chikodi Dn, Chikodi

Width Height Vents CW

Box Width, a 4.00

End Walls, f 0.30 2

Middle Walls, g 0.35 1

Top Slab, d 0.48

Bottom Slab, e 0.50

Extra offset, c 0.50

ಕೆಲಸದ ಹೆಸರು: ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರ ಅಳ್ನಾವರ-ಬೆಟಗೆರಿ (ರಾ.ಹೆ-140) ಕೀ.ಮಿ 104.20 ರಲ್ಲಿ ಸೇತುವೆ ನಿಮಾ೯ಣ (ಅಕ್ಕಿಸಾಗರ ಗ್ರಾಮದ ಹತ್ತಿರ)

Nos Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m Wieght, Kgs

Bottom Extra at Bottom 2 12 200 3016.67 3016.67 50 151.0 372.97

Bottom - Top Bar Full Width 4 12 200 500 8850 9850 26 257.0 406.06

Inner wall Both Bars & Outer wall Inner Bar 5 10 200 320 4875 5515 52 287.0 453.46

Inner wall Both Bars & Outer wall Inner Bar 6 10 200 320 4875 5515 52 287.0 708.89

Haunch - Bottom and Middle 11 12 200 200 736.1 1136.1 104 119.0 73.42

Top - Bottom bar Distribution 14 10 200 475.00 4900 5850 90 527.0 467.98

Outer wall - Distribution Bar 15 10 200 300 4900 5500 40 220.0 135.74

Total steel, Kgs 7614.6

Total steel, Tonne 7.62

FOR ONE UNIT = 7614.6 Kg's

For 3 UNIT = 22843.773 Kg's

22.843773 Tonne

Concrete Quantity = 3178.26 Cum 77.42512077

HYDRAULIC DESIGN

STRUCTURAL DESIGN

BOX CULVERT ESTIMATE

BAR BENDING SCHEDULE