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Tender Value
₹2.8 Cr
EMD Value
₹4.2 L
Closing Date
9 Jul 2026, 10:00 pm
Similar tender results from the same govt authority in the past 3 years.
Public Works Department
Construction of a New Bridge at Km. 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
307041
PWD/2026-27/BR/WORK_INDENT36426
Open
Bridges/Culverts
PWD Division Office Belagavi
11 documents required · 11 mandatory
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23 ,2023-24 ,2024-25 and 2025-26 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 556.47Lakhs
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2021-22, 2022-23 ,2023-24 ,2024-25 and 2025-26 Satisfactorily completed, as prime contractor, at least one similar work such as Construction of Bridge work of value not less than Rs.139.12Lakhs
Each Tenderer should further demonstrate: liquid assets and/or availability of credit facilities of not less than Rs.92.75lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22 ,2022-23, 2023-24 ,2024-25 and 2025-26 executed the following minimum quantities of Earthwork excavation in foundation/ Embankment/Subgrade & Earthen shoulder/Backfilling 7441.00 Cum,Concrete Works(PCC/RCC) 1427.00Cum,Steel Reinforcement 62.18T
Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx1.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. 0.75 Year where B equal to Value at 2026-27price level, of existing commitments and on-going works to be completed during the next 0.75 Year form the probable date of Award of this contract.
Assessed Tender Capacity shall be more than the Tendered Amount
The EMD of Rs.4,17,400.00shall be paid in full through e payment or in two parts i.e. part (1) Rs.1,00,000.00 by e -payment Part (2) Rs.3,17,400 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids.
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers
The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
Information of the works for which Tender acceptance letters are received.
Information on litigation in which the Tenderer is involved:
The tenderer should be a KPWD registered Class-II and Above Contractor
Availability by owning at least 50 % of the required /specified key and critical equipment for this work: & b) the remaining 50 % can be deployed on lease / hire basis for all works provided, the relevant documents ( commitment agreements etc.,) for availability for this work are to be furnished. Excavator (Hydraulic Excavator/Backhoe Loader) Hired 2 Nos., Tipper Own 2 Nos. - Hired 2 Nos., Steel Centering & Shuttering Materials Own800sqm Hired 800sqm,Self Loading Concrete Mixer/ Mechanical Concrete Mixer Own 1Nos. - Hired 1Nos and Water Tanker Hired 2 Nos.
₹5,000
₹4.2 L
20 Jun 2026
20 Jun 2026
10 Jul 2026
8 Jul 2026
7 Jul 2026
GOVERNMENT OF KARNATAKA
(PUBLIC WORKS DEPARTMENT)
GOVT OF KARNATAKA
CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD
EXECUTIVE ENGINEER
(PUBLIC WORKS DEPARTMENT)
BELAGAVI DIVISION
HEAD OF ACCOUNT:- HEAD OF ACCOUNT:5054-80-190-0-01-132 ಕರ್ನಾಟಕ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ನಿಯಮಿತ-ಬಂಡವಾಳ ವೆಚ್ಚ
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
ESTIMATED COST RS :- 350.000 LAKHS
PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE
Division. PW Dept. Belagavi Division
Sub - Division. PW Dept.Sub- Dn.Bailhongal
Fund Head. 5054- SH Bridges
Department Head.
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Estimated Cost Rs :- 350.000 Lakhs
Administratively sanctioned under No. Date.
Techanically sanctioned under No. Date.
Estimate prepared by by Shri̤ Ravi Happali (A.E.)
Estimate Checked by Shri. Anil M ( AEE)
(Call of Authority)
General Description
Assistant Executive Engineer, PW Dept.Sub-Dn.Bailhongal Executive Engineer, PW Dept Dn.Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
bridge on NH4-A(Desoor) to SH-56 linking road at KM45.172(Hunnikeri village limit) in Bailhongal Taluk,Belagavi Dist ರಲ್ಲಿದ್ದ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ್ ತಾಲೂಕಿನ ಕಿತ್ತೂರು ಮತ ಕ್ಷೇತ್ರದ ಹಣ್ಣಿಕೇರಿ ಗ್ರಾಮದಲ್ಲಿ ಅಸ್ತಿತ್ವದಲ್ಲಿರುವ ಸೇತುವೆಯು ಪೈಪು ಕಲ್ವರ್ಟ್ ಆಗಿದ್ದು ಇದು ತುಂಬಾ ಹಳೆಯದಾಗಿದ್ದು ಪ್ರಸ್ತುತ ತುಂಬಾ ಶಿಥಿಲಾವಸ್ಥೆಯಲ್ಲಿ ಇರುವುದು ಸ್ಥಳ ಪರಿಶೀಲನೆ ಸಂದರ್ಭದಲ್ಲಿ ಕಂಡುಬಂದಿರುತ್ತದೆ ಹಾಗೂ ಮಳೆಗಾಲದ ಸಂದರ್ಭದಲ್ಲಿ ಮಳೆ ನೀರು ಸೇತುವೆ ಮೇಲೆ 1ಮೀ ಎತ್ತರಕ್ಕೆ ಬಂದಿರುವುದು ಕಂಡುಬಂದಿರುತ್ತದೆ ಸದರಿ ಕಾರಣ ಗ್ರಾಮಸ್ಥರ ಬೇಡಿಕೆಯಂತೆ ಪ್ರಸ್ತುತ ಇರುವ ಸೇತುವೆಯ ಎತ್ತರವನ್ನು ಹೆಚ್ಚಿಸಿ ಬಾಕ್ಸ್ ಕಲ್ವರ್ಟ್ ಹಾಗೂ ಅಪ್ರೋಚ್ ರಸ್ತೆ, ಹಾಗೂ ಮಳೆಗಾಲದ ಸಂದರ್ಭದಲ್ಲಿ ಮಳೆ ನೀರಿನ ಸಮಸ್ಯೆ ಇರುವುದರಿಂದ ಚರಂಡಿ ಕಾಮಗಾರಿಗಳನ್ನು ಪರಿಗಣಿಸಿ 2025-26 ಸಾಲಿನ 5054 ಯೋಜನೇತರ ಅಡಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ಸೇತುವೆ ನಿರ್ವಹಣೆ ಕಾಮಗಾರಿಯ ಯಲ್ಲಿಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಒಳಗೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ
ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.
1. Dismantling of existing structures
2 Earth work excavation for Foundation by mechanical Earth work excavation for Foundation by mechanical
3. Removing all type of hume pipe
4. Earthwork excavation for foundation
5. Providing and laying boulders apron
6. Providing and laying of Position Plain cement concrete M10 (1:3:6)
7.Providing and laying in position Reinforced cement
8. Supplying fitting and placing TMT FE 550/550D Steel reinforcement
9. Providing and laying of Reinforced cement concrete – M25
10. Return wall , Curtain wall according to drawing and technical specification
11. Backfilling behind abutments, wing wall and return wall
12. Construction of Subgrade and Earthen Shoulders
13. Providing and laying of Position Plain cement concrete -M15 for Approach Slab
14. Providing and laying of Reinforced cement concrete – M30 for approach Slab
15. Providing and laying cement concrete – M30 for Wearing Course
16.Construction of Embankment by excavating
17. Construction of RCC Railing – M30 grade
18. Providing and laying of Filter media with granular materials
19. Drainage Spouts
20. Filler Joint
21. Proving and laying Pitching of slopes with stone/boulder
22. Providing weep holes
23.Providing and laying Dense Graded Bituminous Macadam with 40/60
24.Providing and laying Bituminous Concrete with 40/60 TPH
25.A Wet Mix Macadam (Plant mix method)
ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದು ) ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.350.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ
PWD CODE PARA -133
C E R T I F I C A T E
This to Certity that I Shri. Anil M, Asst. Executive-Engineer, PWD Sub-Division,Bailhongal have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.
Assistant-Execuive-Engineer,
C E R T I F I C A T E
(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-6-1991)
Certified that, sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work are in sufficient quantity are including while preparing the estimate, and specification of items including are completed and correct.
Assistant-Execuive-Engineer, Executive-Engineer,
PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.
C E R T I F I C A T E
Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.
Assistant-Execuive-Engineer, Executive-Engineer,
PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
TECHNICAL REPORT
The Box Culvert bridge is proposed across nala on NH4-A(Desoor) to SH-56 linking road at KM45.172(Hunnikeri village limit) in Bailhongal Taluk,Belagavi Dist.
2) CONNECTIVITY
NH4-A(Desoor) to SH-56 linking road
Since existing cause way is too slope and depth of water around 4m during heavy rainfall, it is proposed to construct box culvert across nala.
4) DESIGN ASPECT
A New Box culvert is designed with a span of 6m x 3.5m -3 vents considering the Highest Discharge of Cathment area Method and area velocity Method as per Indian Standard Codes & Approach improvments is proposed for achiving Ruling Gradient.
6) PROVISION FOR IMPROVEMENTS
Box Culvert of 6m x 3.5m-3 vents as per catchment area.
The rates adopted are as per provided SR for the year 2023-24 KPWD SR Rates.
8) CONSTRUCION MATERIALS
Locally available materials such as Gravel, Trap stone,Jelly of good quality are considered
9) COST OF PROJECT
The cost of the improvement of said work is 350 lakhs
10) MODE OF EXECUTION
AS per the norms and procedure of PWD division by calling the Tender and entrusting the work of eligible contractor will be followed.
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Bailhongal PWD Division, Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
RECAPITULATION SHEET
Sl. No Item of work Amount ( in Rs )
1 Box culvert 20584969.57
2 Approach road 3108761.00 12.58
Total Civil work 27823531.40
QA charges 278235.31
4 5% tender premium 1641588.35 205849.70
6 Soil Investigation, Survey, Structural Consultancy charges 242903.00 242902.64
7 Miscellaneous charges, Tree Plantation. 5506.00
Grand Total 35000000.00
Section Officer Assistant Executive Engineer Executive Engineer
PWD, Bailhongal Sub division PWD, Division Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
SL No Description of Item Unit Quantity Rate Amount
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 m3 138 719.00 99222.00
2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm dia M 45 1374.00 61830.00
3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m3 3000 104.50 313500.00
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 ordinary/soft rock without blasting upto 1.5 m depth m3 1806.97 115.00 207801.55
5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates m3 192.91 6456.00 1245426.96
6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 198.54 6793.03 1348689.03
6a 20% formwork of box culvert m3 198.54 1358.61 269737.81
7 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 349.35 6793.03 2373147.62
7a 10% formwork of return/curtain walls m3 349.35 679.30 237314.76
8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 83.16 6793.00 564935.77
8a 20% formwork of box culvert m3 83.16 1358.60 112987.15
9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 266.11 6793.00 1807685.23
9a 10% formwork of return wall m3 266.11 679.30 180768.52
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 (3.5m to 5m ) For rates upto 5 m Height, adopt Formwork percentage as per Addendum-I for item no 2.5.1 to 2.5.5 m3 30.35 7419.46 225180.61
10a 10% formwork of return wall, m3 30.35 734.60 22295.11
11 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 (3.5m to 5m ) For rates upto 5 m Height m3 14.88 7492.92 111494.65
11a 12% formwork of return wall, m3 14.88 899.15 13379.36
12 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 187.38 7346.00 1376493.48
12a Add 20% formwork of box culvert m3 187.38 1469.20 275298.70
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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges) Ton 10.84 87305.00 946124.29
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) Ton 43.42 87532.00 3800776.52
15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges) Ton 11.91 87758.00 1045450.35
16 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. m3 454.60 2677.00 1216964.20
17 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material m3 1329.75 1168.00 1553148.00
18 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 248.00 266.00 65968.00
19 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification m3 14.03 6727.00 94366.36
20 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification m3 28.06 11201.00 314255.26
21 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. m3 23.12 13087.00 302573.93
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. m 55.54 2126.00 118086.54
23 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No's 16.00 3271.00 52336.00
24 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 44.52 137.00 6099.24
25 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 57.50 138.00 7935.00
26 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. m3 33.65 1912.00 64340.02
27 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. m3 149.06 1002.00 149357.56
Section Officer Assistant Executive Engineer,
PWD, Bailhongal Sub division
Foundation cost #REF!
Abutement Wing,piers #REF!
Deck Slab #REF!
Appoach Road #REF!
Coffer Dam/Road
Misc (Wearing Coat) #REF!
Land acquision Cost
Price Contigencies (3%) 113792.00
Total Cost #REF!
Area Waightage 0 %
Sl.No Item P.No/ Item.No Unit Basic Rate Increment contractor profit Total Rate
1 KSRRB M200-13.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. II.By Mechanical Means. MORTH Specification No. 202 139 /18.21 Cum 739.00 0.00 739.00
2 KSRRB M200-15.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar. MORTH Specification No. 202 140 /18.27 Cum 351.00 0.00 351.00
3 KSRRB M200-15.2. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. ix) Removal of all type of Hume pipes and stacking including eathwork and dismantaling of masonry work- B. Above 600mm to 900mm Dia. 140/18.42 m 362.00 0.00 362.00
4 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 220/ 27.4 cum 50.00 0.00 50.00
5 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 220/ 27.4 Cum 50.00
Add for Dewatering 10% 5.00
6 “KSRRB M2100-3.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means Depth upto 3m” MORTH Specification No. 304 220/ 27.7.1 Cum 279.00
Add for Dewatering 10% 27.90
7 KSRRB M2100 Excavation in all kind of soil KSRRB M2100-2.1. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “II. A. Mechanical Means Depth 3m to 6m MORTH Specification No. 304 220/ 27.5 Cum 57.00 KSRRB M2100 Excavation in Hard Rock without Blasting KSRRB M2100-4.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “III. Hard rock - (blasting prohibited ) A. Mechanical Means MORTH Specification No. 304 217/ 27.10 Cum 401.00
Add for Dewatering 10% 5.70
8 KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100 222 /27.24 Cum 5633.00 0.00 5762.60
Add diff in cost of Cement 129.60
9 KSRRB M2100-17.2. Plain / Reinforced Cement Concrete idesign mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications Case - I : Using Concrete Mixer MORTH Specification No. 1500,1700 & 2100 223/ 27.31 Cum 5554.00 0.00 5737.60
Add diff in cost of Cement 183.60
10 KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height 227/ 28.7.12 Cum 5917.00 0.00 6100.60
Add diff in cost of Cement 183.60
11 KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height 228/ 28.7.13 cum 6540.00 0.00 6723.60
Add diff in cost of Cement 183.60
12 KSRRB M2300-3.1. Furnishung and placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical specification complete as per specification. B. RCC with OPC cement design mix M25 @340kgs with 20mm down size graded granite metal course aggregate @ 0.7cum and Fine aggregate @0.47cum, with super plasticiser @3ltrs to IS9103-1999 Reaffirmed-2008, Case-I usiing concrete mixert MORTH specification No.1500,1600&1700 Height upto 5m 233/ 29.6.1 Cum 7350.00 0.00 7533.60 7601 Rs.
Add diff in cost of Cement 183.60
13 KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 - TMT Bars Fe 500 229 /28.8.2 Tonne 66546.00 0.00 66546.00
Add diff in cost of steel 0.00
14 KSRRB M2300 - TMT bar reinforcement KSRRB M2300-14. Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications complete as per specifications MORTH Specification No. 1600 - TMT Bars Fe 500 239 /29.29.2 Tonne 68116.00 0.00 68116.00
Add diff in cost of steel 0.00
15 KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200 229 /28.10 Cum 148.00 0.00 148.00
16 KSRRB M2200- Filter Media KSRRB M2200-9. Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications MORTH Specification No. 710.1.4 of IRC:78 & 2200 229 /28.13 cum 1797.00 0.00 1797.00
17 KSRRB M2200-8.1. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification complete as per specifications. A. Granular material MORTH Specification No. 710.1.4 of IRC:78 & 2200 229 /28.11 Cum 800.00 0.00 800.00
18 KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 7 /2.15 Cum 2355.00 0.00 2355.00
19 KSRRB M2700- Approach Slab KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2700 247 /32.6 Cum 6022.00 0.00 16417.00
Add diff in cost of Cement 10395.00
20 KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement at 50kgs / cum and formwork complete as per drawing and Technical specification complete as per specifications MORTH Specification No.1500, 1600, 1700 & 2704 247 /32.7 Cum 10395.00 0.00 10589.40
Add diff in cost of Cement 194.40
21 KSRRB M2300 - 16 Provinding and laying cement concrete wearing coat with OPC cement design mix M30@360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregates @ 0.46 cum, and reinforcement at 75 kgs / cum with superplastisiser@ 3lts confirming to IS9103-1999 Reaffirmed- 2008 including cost of reinforcemnet complete as per drawing and Technical Specifications complete as per specifications MORTH Specfications No. 2702 247 /32.8 Cum 10733.00 0.00 10927.40
Add diff in cost of Cement 194.40
22 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90 m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. 188 24.52 Nos 2553.00 0.00 2553.00
23 KSRRB M2700-5. Drainage Spouts complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 247 /32.5 No 1552.00 0.00 1552.00
24 KSRRB M2600-3. (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification complete as per specifications MORTH Specification No. 2605 244 /31.3 m 119.00 0.00 119.00
25 KSRRB M2600- Expansion Joints KSRRB M2600-1. Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2600.4 MORTH Specification No. 2604 244 /31.1 m 1194.00 0.00 1194.00
26 KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 147/ 19.60 Cum 414.00 0.00 0.00 414.00
27 construction of granular sub base grading -V and sub base and drainage layer by providing coarse crushed stone aggregates of granite/basalt material, mixing in a mechanical mix plant at omc, carraige of mixed material to work site, spreading in uniform layers with mortor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, compaction s per specification. clause 401 of morth V revision 153 /20.4 Cum 2002.00 0.00 0.00 2002.00
28 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 155 /20.18 Cum 2069.00 0.00 0.00 2069.00
29 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 158 /21.6 Sqm 34.00
Add diff in cost of emulsion 0.0006*6584.00 3.95
30 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mechancial broom. complete as per specifications. - clause 503 of Morth V revision 159 /21.10 Sqm 12.00
Add diff in cost of 80/100 0.0002*5307.00 1.06
31 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 100/120 TPH capacity H.M.P. with sensor paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen 162 /21.11.6 Cum 6270.00
Add diff in cost of 60/70 0.072*5190.00 373.68
32 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen 163/ 21.20.6 Cum 8100.00
Add diff in cost of 60/70 0.115*5190.00 596.85
33 KSRRB M2500-4.1. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone / Boulder MORTH Specification No. 2504 241 /30.5 Cum 1761.00 1761.00
34 KSSRB M800-16 Boundary Pillars:-Reinforced cement concrete M-15grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specification No.806 183 /24.20 Each 496.00 496.00
35 Providing and fixing RCC name board of size 1.35 x 0.60 x 0.04 mtrs fixed in reinforced cement concrete poles of size 0.10X0.10X2.60 Mtrs in cement concrete M 20 Proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bas and 8mm dia stripes as shown in drawing. the board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be emnedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 Proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineeriong charges of the work. The cost includes excavation cost of the materials cost of steel centrering Transportation charges fixing charges etc.., the work shall be carried out as per the detailed specifications drawing and directions of the Engineer in charge of the work. (P.No 271 I.No.37.60) 271, 37.60 Each 5500 275 5775
Difference in Issue Rate & SR Rates
S.No Material Unit SR rate Issue Rate Difference
4 Cement 1bag 250 277 27
Section Officer Assistant Executive Engineer Executive Engineer
PW,P & I W T Department. PW,P & I W T Department.
PWD, Bailhongal Sub division PWD, Division Belagavi
22 KSRRB M2700-3. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications MORTH Specification No. 2703,1500,1600 & 1700 246 /32.3 m 1713.00 0.00 1713.00
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
MEASUREMENT SHEET
Item No Description of Item Measurement Qty Units
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 existing pipe cuvert drawing
Head wall 2 20 0.525 3 63
top concrete slab 1 20 7.5 0.5 75
2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm dia
pavement 0 20 5.5 0.3 0 remove
3 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
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 ordinary/soft rock without blasting upto 1.5 m depth
nala hauch cutting 1 31.10 8.50 0.90 237.92
Return Wall key 4 40.00 3.90 1.50 936.00
Total 1806.97 m3
Abutment 2 0 #REF! #REF! 1.15 #REF!
Total #REF! Cum
Head Wall using RCC 2 1.50 0.20 2.50 1.50
5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
curtain wall- U/s 1 25.37 0.90 0.15 3.43
Steps for inspection 1 50.00 1.50 0.20 15.00
Return Walls 4 40.00 3.90 0.15 93.60
Return Walls key 4 40.00 0.50 0.15 12.00
6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Box Culvert-Bottom slab 1 21.972 13.86 0.60 182.72
6a 20% formwork of box culvert 198.54 m3
7 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Return Wall footing 4 40.00 3.60 0.50 288.00
curtain wall - 1st step
curtain wall base u/s 1 25.372 0.6 0.30 4.57
curtain wall base d/s 1 29.372 0.6 0.3 5.29
curtain wall u/s 1 25.372 0.3 0.7 5.33
curtain wall d/s 1 29.372 0.3 0.7 6.17
7a 10% formwork of return/curtain walls 349.35 m3
8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Box Culvert- walls 2 13.86 0.40 3.50 38.81
8a 20% formwork of box culvert 83.16 m3
9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
9a 10% formwork of return wall 266.11 m3
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 (3.5m to 5m ) For rates upto 5 m Height, adopt Formwork percentage as per Addendum-I for item no 2.5.1 to 2.5.5
10a 10% formwork of return wall, 30.35 m3
11 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 (3.5m to 5m ) For rates upto 5 m Height
Return Walls 4 40 0.31 0.30 14.88
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 ( for 6.6 to9.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation
splayed wall 0 0.00 0.00 0.00 0.00
11a 12% formwork of return wall, 14.88 m3
12 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Box Culvert- Top slab 1 20.77 13.86 0.60 172.74 20.772
appraoch- haunch 2 13.86 0.30 0.45 3.74
12a Add 20% formwork of box culvert 187.38 m3
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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges) #REF! #REF!
box culvert, Retaining Wall Qty as per Statement 10.84
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges)
box culvert, Retaining Wall Qty as per Statement 43.42
15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges)
Deck Slab, Kerbs Qty as per Statement 11.91
Say 11.91 Ton 66.17
nos layers No of sides
Abutment 0 2 2 0
Return Wall 0 2 4 0
16 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
avg 454.60 m3 Completed
17 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material
18 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Return Wall base slab above 4 40.0 1.50 1.00 240.00
Return Wall excavation 4 40.0 0.10 0.50 8.00
18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges)
(SR Page No.147 I.No. 19.60)
Pipe culvert cushion 1 4.6 0.50 0.30 0.69
Pipe culvert Volume 1 4.95 0.64 3.15
19 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Approach road Slab 2 13.36 3.50 0.15 14.03
20 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification
21 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 194.04 2134.44
Wearing Coat include culvert 1 27.77 11.10 0.075 23.12 43.2
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.
Railing 2 27.77 55.54
23 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
24 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
approach slab 2 13.86 27.72
Return wall 4 4.2 16.80
25 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
abt wall 10 2 20.00
Return wall 100 0.375 37.50
26 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.
27 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. m3
apron below u/s 1 20.772 1.7 0.3 10.59
apron below d/s 1 20.772 3.7 0.3 23.06
Section Officer Assistant Executive Engineer,
PWD, Bailhongal Sub division
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Rate Analysis for Box Culvert
PWD SR 2023-24, concrete & steel Issue rate wef :08-10-2025 & Issue rate w.e.f: 06-01-2026
Additionalities on concrete formwork for box culvert 20.00 % AW 0 %
lift charges 3.5m-5m 1.00 %
Additionalities on concrete formwork for Foundation, Sub structure of cross drainages 5.00 %
Cost Of Dewatering 5.00 %
Area of specific loading 12.00 %
overhead charges of vol 1 items of excavation and concrete 10.00 %
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Sl.No. ITEM Item No / Volume Page Unit Rate Additionalities over head charges lift charges Revised Rate Add A.W 0% Amount (in Rs.)
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 2.8,A (Vol 3) 10 m3 719.00 719.00 0.00 719.00
2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm dia 2.17(ix-B) (Vol 3) 11 M 1374.00 1374.00 0.00 1374.00
3 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 1.12 (Vol 1) 8 m3 95.00 9.5 104.50 0.00 104.50 10% over head charges
Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition 1.4.1(Vol 1) 5 0.00 0.00 0.00 0.00 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 ordinary/soft rock without blasting upto 1.5 m depth 1.14.1(Vol 1) 8 m3 115.00 0 115.00 0.00 115.00 10% over head charges
Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition 1.14.1(Vol 1) 8 0.00 0.00 0.00 0.00 0.00 5.75
5 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3(Vol 1) 15 m3 6456.00 0 6456.00 0.00 6456.00 10% over head charges
6 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 0 566.0343 6793.03 0.00 6793.03 10% over head charges, 20% formwork of box culvert
6a 20% formwork of box culvert m3 1358.61 1358.61
7 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.3(Vol 1) 15 m3 6227.00 0 566.0343 6793.03 0.00 6793.03 10% over head charges, 10% formwork of return/curtain walls
7a 10% formwork of return/curtain walls m3 679.30 679.30
8 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3(Vol 1) 16 m3 6793.00 0 0 6793.00 0.00 6793.00 10% over head charges, 20% formwork of box culvert 8151.6
8a 20% formwork of box culvert m3 1358.60 1358.60
9 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3(Vol 1) 16 m3 6793.00 0 0 6793.00 0.00 6793.00 10% over head charges, 10% formwork of return wall 7472.3
9a 10% formwork of return wall m3 679.30 679.30
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 (3.5m to 5m ) For rates upto 5 m Height, adopt Formwork percentage as per Addendum-I for item no 2.5.1 to 2.5.5 2.5.2/ 2.6.1(Vol 1) 16 m3 7346.00 0 0 73.46 7419.46 0.00 7419.46 10% over head charges, 10% formwork of return wall, 1% lift charge 8154.06
10a 10% formwork of return wall, m3 734.60 734.60
11 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 (3.5m to 5m ) For rates upto 5 m Height 2.5.2/ 2.6.2(Vol 1) 17 m3 7346.00 0 0 146.92 7492.92 0.00 7492.92 10% over head charges, 12% formwork of return wall, 2% lift charge 8374.44
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 ( for 6.6 to9.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 2.5.2/ 2.6.2(Vol 1) 17 m3 6734.00 808.08 7542.08 905.05 8447.13 10% over head charges, 10% formwork of return wall, 1% lift charge
11a 12% formwork of return wall, m3 899.15 899.15
12 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 / 2.6.2 (Vol 1) 17 m3 7346.00 0 0 7346.00 0.00 7346.00 10% over head charges, 20% formwork of box culvert 8815.2
12a Add 20% formwork of box culvert m3 1469.20 1469.20
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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Foundations of Bridges) 2.11 b (Vol 1) 18 Ton 87305.00 87305.00 0.00 87305.00
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 2.11 c (Vol 1) 18 Ton 87532.00 87532.00 0.00 87532.00
15 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Super structure of Bridges) 2.11 d (Vol 1) 18 Ton 87758.00 87758.00 0.00 87758.00
16 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 12.4 (Vol 3) 117 m3 2677.00 2677.00 0.00 2677.00
17 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material 12.3 A (Vol 3) 117 m3 1168.00 1168.00 0.00 1168.00
18 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1.9 (Vol 1) 7 m3 266.00 266.00 0.00 266.00
19 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 13.8(Vol 3) 121 m3 6727.00 6727.00 0.00 6727.00
20 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification 13.9 (Vol 3) 122 m3 11201.00 11201.00 0.00 11201.00
21 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 13.2 (Vol 3) 121 m3 13087.00 13087.00 0.00 13087.00
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. 13.4 (Vol 3) 121 m 2126.00 2126.00 0.00 2126.00
23 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 13.7 (Vol 3) 121 No's 3271.00 3271.00 0.00 3271.00
24 Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 13.15,ii (Vol 3) 123 m 137.00 137.00 0.00 137.00
26 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A.Stone/Boulder 14.4 A (Vol 3) 129 m3 1912.00 1912.00 0.00 1912.00
27 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 14.5 (Vol 3) 129 m3 3036.00 3036.00 0.00 3036.00
25 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 12.1 (Vol 3) 117 m 138.00 138.00 0.00 138.00
26 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 14.1 (Vol 3) 129 m3 1912.00 1912.00 0.00 1912.00
27 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 17.1 (Vol 2) 175 m3 1002.00 1002.00 0.00 1002.00
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Bailhongal PWD Division, Belagavi
Section Officer Assistant Executive Engineer,
PWD, Bailhongal Sub division
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
skew carraige way width O-O= 13.86 m carraige way width O-O= 13.86
Item Dia (mm) length (m) Description No Kg/m Quantity (Tons) Remarks Bar Shape
Bottom raft 16 21 21.872 48 1.580 1.593 (I) Top mesh straight bars 21.00
16 3.50 4.2*3nos 144 1.580 0.796 (J) Top mesh curtail bars 3.50
16 21.00 21.00 71 1.580 2.356 (G) Bottom mesh straight bars 21.00
16 3.70 3.7*2 142 1.580 0.830 (H) Bottom mesh curtail bars 3.70
16 2.20 2.2*2 142 1.580 0.494 (H) Bottom mesh curtail bars 2.20
Distribution 12 13.86 124.00 120 0.889 1.478 (A) Distribution 13.86 #REF!
Distribution 12 13.86 124.00 120 0.889 1.478 (A) Distribution 13.86 #REF!
key wall 12 3.50 144nos x 2 side 282 0.889 0.877 key wall steel 1.35 0.3 1.85 282
Haunch bars 12 1.90 93X12sides 1128 0.889 1.905 (B) Haunch bars 0.2 1.5 0.2
Vertical wall 16 5.70 94x2X4 walls 752 1.580 6.774 (C) Straight 0.5 4.7 0.5 94
Distribution 12 13.86 27x2*4 Nos 224 0.889 2.760 (A) Distribution 13.86 28
Top slab 16 21.20 94.00 94 1.580 3.149 (D) Bottom mesh straight 0.2+20.8+0.2 94
Distribution 12 13.86 123+123 Nos 246 0.889 3.031 (A) Distribution 13.86 123
Return wall(Per meter length)
Distribution 10 1.00 20x2 nos 40 0.617 0.025 1.00 38
Distribution 10 1.00 24 nos x2side 48 0.617 0.030 1.00 29
Return wall Total Steel= 0.192 4sides 0.77 16.6731851851852 Foundation 10.837
length of return wall on each side= 40.0 m 30.65 SubStructure 43.422
Super Structure 11.913
Curtain walls length= u/s(4.0+21.4+4.0) d/s (5.0+21.4+5.0)
sup 11.913 Total Steel 66.171 tons
Total= 66.171 Tons
note: steel qty can be modifed based on the fund available, adjust the length of retaining wall and drain length
Steel Calculation
No of footings /peirs/ abutments etc Diameter in mm Spacing in cm No of Bars Length of Bar in m Total Length Constant Kg/mtr Qty in Kg
For Pier Footings
Abutment Footings
Return walls Footings
Say Tonne 47.57
Ded steel Qty included in Approach slab Item 50kg/cum
Qty Considered for Steel Item 561.78
Grand Total 48.13
Section Officer Assistant Executive Engineer Executive Engineer
PW,P & I W T Department. PW,P & I W T Department. .
Sub division Mudhol. Division Bagalkot.
1) Dismantal RCC items No. L B D carraige way width= 10 m
1 RCC Slab 0 0 0 0 Return wall length 3.5 m 3.5m
2 Thickness of PCC= 0.15 m
2) Dismantal Rubble course, hume pipes Return wall Avg GL= 98 m
1 Stone masonry 0 0 0 0 Length of aproach either side= 25 m
2 Hume pipes 0 0 Return top stem width= 0.3 m % distrtibution
Upstream 0 0 0 0 <3m <3m 3m-6m
Downstream 0 0 0 0 fdn 82.2 0 17.8 100
no's return 100
3) Excavation GL Exc Lvl difference 1 2 hard check
1 Abutment 1 1 10.3 5.1 0.00 Abutment details No l b d heel slab L
2 Abutment 2 1 10.3 5.1 0.00 base slab 10 4.8 0.8 1.4
5 Pier 3 0 15.3 5.3 0.00 Pier details No l b D d avd depth
6 Return Wall s 4 2.1 4.5 0.00 Pier footing 1 15 5 1 0.5 A1 A2 Avg Depth cum Avg Depth
5) Excavation Hard Rock/other Type S (same level)/ D (diffr level) Return details l b d Toe slab L
1 Abutment 1 1 10.3 5.1 0.50 D Return wall base 3.5 4.2 0.6 1.8
2 Abutment 2 1 10.3 5.1 0.50 Return wall stem 3.5 0.45 6.65000000000001
3 Pier 1 15.3 5.3 0.58 return wall key 3.5 0.6 0.2
5 Pier 3 0 15.3 5.3 0.03 Abt dirt wall= 10 0.4 0.8
6 Return Wall s 4 2.1 4.5 0.00 Abt cap= 10 0.8 0.4
7 Return wall key 4 2.1 0.6 0.00 Pier cap 10.8 1 0.4
6) PCC M15 Deck slab 2 10.79 10 0.7
1 Abutment 1 1 10.3 5.1 0.15 Extra length of crash barrier
4 Pier 2 0 15.3 5.3 0.15 Total Steel of Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28 Ton
5 Pier 3 0 15.3 5.3 0.15 Deck Slab & Kerbs 19.6 Ton 47.6
6 Return Wall s 4 3.5 4.5 0.15
7 Return wall key 4 3.5 0.6 0.15
Approach avg width 7.9 m
7) M25 Concrete- Footing Approach avg Depth 0.9 m
1 Abutment 1 1 10 4.8 0.80
2 Abutment 2 1 10 4.8 0.80 weep holes No's abt 32
3 Pier 1 15 5 1.00 Return 28
4 Pier 2 0 15 5 1.00 weep holes total No's 60 No's
5 Pier 3 0 15 5 1.00 No's l b d
6 Return Wall 4 3.5 4.2 0.60 stone pitching 4 10 2.6 0.3
7 Return Wall key 4 3.5 0.6 0.20 nala pitching 0 19.98 0 0.3
guard stone no's 20 no's 60
1 Abutment 1 1 10 0.8 5.45
2 Abutment 2 1 10 0.8 5.45
3 Dirt Wall 2 10 0.4 0.8
7 Ease waters 2 0.4 0.8 5.00
8 Return Wall s 4 3.5 0.45 5.00
9) M25 T-beam & Slab 5m-10m
Abutment Cap 2 10 0.8 0.4
Pier Caps 1 10.8 1 0.4
Ease waters 2 0.4 0.8 2.55
Deck Slab 2 10.79 10 0.7
Abutment,Pier, Retaining Wall , Pier cap & abutment cap etc 28.00
Deck Slab & Kerbs 19.60
Wep Holes - No's 60.00
13) Filter media
Abutment 2 9.1 0.6 4.25
Return Wall 4 2.9 0.6 4.70
14) Back filling behind Abt,Rtrn wall
Abutment & Return wall 2 2.9 7.9 4.70
15) Filling foundation outer side Soil Type (typr : rock) if rock is there
Abutment 0 10.3 1.5 1.85 soil
Retaining Wall 0 2.1 1.8 2.70
16) Approach slab
17) Approach Slab 2 3.5 9.4 0.30
18) cement wearing coat
19) Crash Barrier
20) Drainage Spout
Drainage Spout-No's 2 8
21) Compresible Fibre
Return wall 4 6.65
22) Expansion joint of deck
joint deck- 3 10
23) Subgrade no l b d
Approach Road between return walls 2 0 9.4 4.70
Approach Roads 2 25 7.9 0.90
Shoulders 4 25 1.5 0.78
24) Granular Subbase
Approach Road between return walls 2 0 9.4 0.15
Approach Roads 2 25 7.9 0.15
Approach Road between return walls 2 0 9.4 0.225
Approach Roads 2 25 7.5 0.225
26) Primer coat
Approach Road between return walls 2 0 9.4
Approach Roads 2 25 7.5
Bridge Length 1 0 9.4
Approach Roads 2 25 7.5
28) bitumin macadam
Bridge Length 1 0 9.4 0.050
Approach Roads 2 25 7.5 0.050
29) semi dence bitumin
Bridge Length 1 0 9.4 0.025
Approach Roads 2 25 7.5 0.025
30) stone pitching
Approach roads 4 10 2.6 0.30
Nalla Bed 0 19.98 0 0.3
31) guard stone
guard stone-no's 20.00
Sl No Specification Unit Qty Rate Amount
1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.
Details of Cost for 180 m3
Average output of Hydraulic Excavator per hour=30m3
Hydraulic Excavator1.1m3 capacity hr 6 1550 9300
Usage charges of Tipper hr 2 1412 2824
Mazdoor Heavy Day 0.9 589 530.10
Mazdoor Light Day 2 589 1178
Sub Total 13832.10
C Add Water charges, Shoring and shuttering and sundries 2% (A+B) 276.64
D Over Head Charges 20% (A+B+C) 2821.75
Contractor Profit 10% (A+B+C+D) 1693.05
Cost for 180m2 18623.54
Cost for 1 m3 M3 103.46
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
SL No Description of Item Unit Quantity Rate Amount
1 Chipping unsound weak concrete material from slabs. Beams, columns & roofs upto 50mm by manual means or by standard power driven percussion type including cleaning reinforcement with wire brush complete as per direction of Engineer incharge of work. sqm 0 113.00 0.00
2 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately cum 0 241.20 0.00
3 Epoxy bonding of new concrete to old concrete sqm 0 895.20 0.00
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m cum 0 73.00 0.00
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates cum 0.00 5206.00 0.00
3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 6180.72 0.00
4 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 7877.76 0.00
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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 0.00 9348.48 0.00
4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) Tonne 0.00 79011.00 0.00
5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 0.00 3397.00 0.00
6 Providing and laying Pitching on slopes laid over repared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 cum 0.00 1635.00 0.00
1 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. cum 1341.08 474.00 635672.00 Construction of Box Culvert at ch.54.329 on Badami- Godachi gokak Falls ( SH-134) Road in Ramdurg Taluk, Belagavi District.
13 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum 0.00 244.80 0.00
8 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanica means using Hydraulic excavator with in all lifts and lead sqm 0.00 4.00 0.00 635672.00
9 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 0.00 87.00 0.00
10 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. Light Jungle ha 0.00 168586.00 0.00
2 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 eet requirement of table No. 300-2 Cum 729.30 493.00 359545.00
3 mix in place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material Cum 267.75 2359.00 631622.00
4 A Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 140.25 2559.00 358900.00
5 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 935.00 63.00 58905.00
6 Tack coat on Granular surface treated with primer.Providing and applying tack coat with RS1 Bituminous mulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface. Sqm 935 18.00 16830.00
7 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4% by weight of mix, and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ii)Dense Graded Bituminous Macadam Grading - I for traffic <20 MSA (C) Cum 46.8 11541.00 539542.00 5.8© 3 7661.00
8 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsn. Bituminous concrete Grading - I for traffic <20 MSA (C) Cum 28.05 14295.00 400975.00 2366319.00 5.31 3 10152.00
9 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 Sqm 34 530.00 18020.00
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No W/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 24 365.00 8760.00
11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. no 2.00 4735.00 9470.00
12 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 80.00 733.00 58640.00
13 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 sqm 1980.00 6.00 11880.00
Section Officer Assistant Executive Engineer,
PWD, Bailhongal Sub division
Executive Engineer
PWD, Division Belagavi
Foundation cost #REF!
Abutement Wing,piers #REF!
Deck Slab #REF!
Appoach Road #REF!
Coffer Dam/Road
Misc (Wearing Coat) #REF!
Land acquision Cost
Price Contigencies (3%) 113792.00
Total Cost #REF!
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
MEASUREMENT SHEET
Item No Description of Item Measurement Qty Units 2 0-152 3.5
1 Chipping unsound weak concrete material from slabs. Beams, columns & roofs upto 50mm by manual means or by standard power driven percussion type including cleaning reinforcement with wire brush complete as per direction of Engineer incharge of work. 45
2 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
3 Epoxy bonding of new concrete to old concrete
Side drain extension 0 sqm
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
Pitching Toe wall fdn 0 500 0.6 0.8 0.00
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates #REF! 0.53
3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PITCH TOE BEAM fndn 0 500.00 0.60 0.25 0.00
PITCH TOE BEAM 0 500.00 0.30 0.45 0.00
PITCH SUPPORT BEAM @ 30M INTERVAL 0 5.00 0.30 0.25 0.00 510
4 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 0 1.53958
Toe beam steel @ 40kg / cum (40 x 151.73) / 1000 0.00 Tonne 16.66666667
5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 0
side slope pitching 0 5.00 10.00 0.15 0.00
6 Providing and laying Pitching on slopes laid over repared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
side slope pitching 0 5.00 10.00 0.30 0.00
Say 0.00 cum 0.00
1 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. 280.74-355.74 3.5-5.5 355.74
13 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Box adjacent 0 12.00 0.30 2.00 0.00
1 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Deduct footpath area 0 0.00 1.00 0 650
2 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 eet requirement of table No. 300-2 10.43 2.75 152
Towards Karadiguddi 2 90.00 1.50 0.38 102.60 2.75
Towards Hannikeri 2 80.00 1.50 0.38 91.20
Towards Karadiguddi 1 90.00 10.500 0.30 283.50
Towards Hannikeri 1 80.00 10.500 0.30 252.00
3 mix in place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material 311
Towards Karadiguddi 1 90.00 10.500 0.15 141.75 8.00
Towards Hannikeri 1 80.00 10.500 0.15 126.00 8.00
Total 267.75 Cum
4 A Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Towards Karadiguddi 1 90.00 5.500 0.15 74.25
Towards Hannikeri 1 80.00 5.500 0.15 66.00
Total 140.25 Cum
5 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
Towards Karadiguddi 1 90.00 5.500 495.00
Towards Hannikeri 1 80.00 5.500 440.00
6 Tack coat on Granular surface treated with primer.Providing and applying tack coat with RS1 Bituminous mulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface.
Towards Karadiguddi 1 90.00 5.500 495.00
Towards Hannikeri 1 80.00 5.500 440.00
7 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4% by weight of mix, and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ii)Dense Graded Bituminous Macadam Grading - I for traffic <20 MSA (C) BM
Towards Karadiguddi 1 90.00 5.500 0.05 24.75
Towards Hannikeri 1 80.00 5.50 0.05 22.00
8 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsn. Bituminous concrete Grading - I for traffic <20 MSA (C) SDBC
Towards Karadiguddi 1 90.00 5.500 0.030 14.85
Towards Hannikeri 1 80.00 5.500 0.030 13.20
9 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
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No W/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 216.6666667
Molded Shank Raised Pavement Markers / Cats Eye 2 12.00 24.00
11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012.
12 Providing and erecting W Beam crash Barrier system (MASH TL3/EN1317 H1 complaint) installed by Pile Driving Machine as per MoRTH Circular RW/NH-29023/02/2019-S&R(P&B) dated 01.01.2020. The same should be hot Dip Galvanized as per Indian standard with 550 GSM coating on beams and post and all fittings to conform according to IS 1367 and IS 1364.
BUND SECTION 0 0.00 1.00 0.00
13 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone
BUND SECTION 0 0.00 0.00
12 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
13 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
Section Officer Assistant Executive Engineer,
PWD, Bailhongal Sub division
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
R A T E A N A L Y S I S
Issue rate of VG-10 (80/100grade) Bulk Rs. 24063.00 Issue rate of VG-30 (60/70grade) Bulk Rs. 23609.00 Asphlt Issue rate Date 04-01-2020
S.R rate of VG-10 (80/100grade) Bulk Rs. 37586.40 S.R. rate of VG-30 (60/70grade) Bulk Rs. 38386.40
Difference Rs. -13523.40 Difference Rs. -14777.40
Issue rate of VG-10 (80/100grade) Packed Rs. 37586.00 Issue rate of VG-30 (60/70grade) Packed Rs. 28609.00
S.R rate of VG-10 (80/100grade) Packed Rs. 40786.40 S.R. rate of VG-30 (60/70grade) Packed Rs. 41586.40
Difference Rs. -3200.40 Difference Rs. -12977.40
Issue rate of Steel Issue rate w.e.f: 06-01-2026
S.R. rate of steel Additional Weightage
Item No. Description of item S.R. 23-2024 Unit Basic rate Add Difference of cost of Cement/Steel / Bitumen Total form work rate % formwork Finished Overhead charges Total (6+9+11+12) Aera Waightage Nil Total (10+11) Remarks
Page No. Item No. Constant Cost
1 Chipping unsound weak concrete material from slabs. Beams, columns & roofs upto 50mm by manual means or by standard power driven percussion type including cleaning reinforcement with wire brush complete as per direction of Engineer incharge of work. Vol2,185 20.119 sqm 113 0 0 0 0 0 0 113.00 0.00 113.00 -
2 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Vol3,8 2.18, (II,A) cum 201 0 0 0 0 0 40.2 241.20 0.00 241.20 -
3 Epoxy bonding of new concrete to old concrete Vol 3, 118 17.11 sqm 746 0 0 0 0 0 149.2 895.20 0.00 895.20 -
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Vol1, 8 1.14.1 cum 73 0 0 0 0 0 0 73.00 0.00 73.00 -
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Vol1,15 2.1.2 cum 5206.00 4.80 0.00 0 0 0 0.00 5206.00 0.00 5206.00 -
3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol1,15 2.2.1.1 cum 5943.00 6.80 0.00 0 4 237.72 0.00 6180.72 0.00 6180.72 -
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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol1,17 2.4.2 cum 5968.00 6.80 0.00 0 10 596.8 1312.96 7877.76 0.00 7877.76 -
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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol1,17 2.5.2 cum 6492.00 6.80 0.00 0 20 1298.4 1558.08 9348.48 0.00 9348.48 -
4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) Vol3,96 2.11(h) Tonne 79011.00 0.00 0.00 0 0 0 0 79011.00 0.00 79011.00 2.11 (h) 1 79011.00
5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Vol,3, 111 16.4 cum 3397.00 0.00 0.00 0 0 0 0 3397.00 0.00 3397.00 -
6 Providing and laying Pitching on slopes laid over repared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 Vol,3, 111 16.4 A cum 1635.00 0.00 0.00 0 0 0 0 1635.00 0.00 1635.00 -
1 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. 7 1.8 (Vol.1) cum 474.00 0.00 0.00 0 0 0 0 474.00 0.00 474.00 -
13 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. vol1, 7 1.9 cum 204.00 0.00 0.00 0 0 0 40.8 244.80 0.00 244.80 -
8 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanica means using Hydraulic excavator with in all lifts and lead Vol 3,15 305.4.3 sqm 4.00 0.00 0.00 0 0 0 0 4.00 0.00 4.00 -
9 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Vol 3,15 3.7 (Vol.3) Cum 87.00 0.00 0.00 0 0 0 0 87.00 0.00 87.00 - Section Officer Asst. Executive Engineer Executive Engineer
10 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. Light Jungle Vol 3, 7 2.5-B (Vol.3) ha 168586.00 0.00 0.00 0 0 0 0 168586.00 0.00 168586.00 - P.W.D Sub- division .Mudhol PWD., Division, Belagavi
17 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Vol 2,62 9.25 sqm 823.00 0.00 0.00 0 0 0 0 823.00 0.00 823.00 -
2 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 eet requirement of table No. 300-2 15 3.6 (Vol.3) Cum 493.00 0.00 0.00 0 0 0 0 493.00 0.00 493.00 -
3 mix in place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material 20 4.2(V) (Vol.3) Cum 2359.00 0.00 0.00 0 0 0 0 2359.00 0.00 2359.00 - 20 4.2 (v) 3 2359.00
4 A Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 24 4.17 (Vol.3) Cum 2559.00 0.00 0.00 0 0 0 0 2559.00 0.00 2559.00 -
5 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. 29 5.1 (Vol.3) Sqm 63.00 0.00 0.00 0 0 0 0 63.00 0.00 63.00 -
6 Tack coat on Granular surface treated with primer.Providing and applying tack coat with RS1 Bituminous mulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface. 29 5.3 (Vol.3) Sqm 18.00 0.00 0.00 0 0 0 0 18.00 0.00 18.00 -
16 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.2 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom 29 5.3 (Vol.3) Sqm 12.00 0.00 0.00 0 0 0 0 12.00 0.00 12.00 -
7 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4% by weight of mix, and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ii)Dense Graded Bituminous Macadam Grading - I for traffic <20 MSA (C) 34 5.10(c) (Vol.3) Cum 11541.00 0.00 0.00 0 0 0 0 11541.00 0.00 11541.00 -
8 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsn. Bituminous concrete Grading - I for traffic <20 MSA (C) 36 5.14 c (Vol.3) Cum 14295.00 0.00 0.00 0 0 0 0 14295.00 0.00 14295.00 - Cum 32 5.8© 3 7661.00 0.072 0.00 0.00 7661.00
9 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 57 8.15 (Vol.3) Sqm 530.00 0.00 0.00 0 0 0 0 530.00 0.00 530.00 - Cum 43 5.31 3 10152.00 0.115 0.00 0.00 10152.00
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No W/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Vol3, 150 8.43 No 365 0.00 0.00 0 0 0 0 365.00 0.00 365.00
11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. Vol 3, 54 8.6 A ii no 4735 0.00 0.00 0 0 0 0 4735.00 0.00 4735.00 -
22 Providing and erecting W Beam crash Barrier system (MASH TL3/EN1317 H1 complaint) installed by Pile Driving Machine as per MoRTH Circular RW/NH-29023/02/2019-S&R(P&B) dated 01.01.2020. The same should be hot Dip Galvanized as per Indian standard with 550 GSM coating on beams and post and all fittings to conform according to IS 1367 and IS 1364. Vol 3, 152 21-C-6 m 3355 0.00 0.00 0 0 0 0 3355.00 0.00 3355.00 -
30 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone Vol 3, 146 6.3 m 423 0.00 0.00 0 18 76.14 0 499.14 0.00 499.14
12 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Vol 3, 67 8.18 Each 733 0.00 0.00 0 0 0 0 733.00 0.00 733.00
13 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 Vol 3, 17 3.5 sqm 6 0.00 0.00 0 0 0 0 6.00 0.00 6.00
Section Officer Assistant Executive Engineer Executive Engineer
PWD, Bailhongal Sub division PWD, Division Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
1.475 150 mm WMM
1.5 2.66 150 mm GSB for CW
300 mm subgrade
Proposed Cross Section of Road KM 45 TO 45.2
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, Bailhongal PWD Division, Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Overall Embankment Quantity for Approach Road for Bridge
Statement No. 1
Chainage Length Required Level for banking Existing GL Height Top Width Bottom Width Area Mean Area Qtty. in Cum Scarifying Area
Statement No. 2
Chainage Length Required Level for banking Existing GL Height Top Width Bottom Width Area Mean Area Qtty. in Cum Scarifying Area
Quantity = 601.24 990.00
Ovrall Banking Qtty. = 1341.080
Net Banking Qtty.= 1341.08 Cum.
Net Scarifying Area = 1980.00 Sqm.
Assistant Engineer Assistant Executive Engineer, Executive Engineer
Bailhongal Bailhongal Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
Sl. No. Name of sub Works Amount (In Rs.)
Sub Total 4,129,800.83
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal PWD Division, Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
ESTIMATE FOR RCC DRAINS 0.9 x 0.9 (From Chainage Km 5.655 to 6.03)
Length Sides Length Size
Size 0.45 X 0.60 m (m) (No) (m)
Maruti Galli Angol 253 2 506.00 0.45 X 0.60
Shivashakti Nagar 347 2 694.00 0.45 X 0.60
Waddar Galli Angol 370 2 740.00 0.45 X 0.60
Ambedkar Nagar Angol 1 350 2 700.00 0.45 X 0.60
Mahaveer Nagar Angol 300 2 600.00 0.45 X 0.60
Kanakdas Colony 1 170 1 170.00 0.45 X 0.60
Size 0.60 X 0.60 m
Ambedkar Nagar Angol 2 330 2 660.00 0.60 X 0.60
Indiranagar Angol 200 2 400.00 0.60 X 0.60
Kanakdas Colony 2 340 2 680.00 0.60 X 0.60
Side walls = 0.125 m
Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)
From Km 5.655 to 6.03
Towards karadiguddi 2 110.00 1.30 1.250 357.50 0.375
Towards hannikeri 2 150.00 1.30 1.250 487.50
2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0
2 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 of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.
From Km 5.655 to 6.03
Towards karadiguddi 2 110.00 1.30 0.10 28.6
Towards hannikeri 2 150.00 1.30 0.100 39.00
3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (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 SR 2021-22 Pg.No.15 It.No. 2.1.3 Vol-I) 0
From Km 5.655 to 6.03
Towards karadiguddi 2 110.00 1.30 0.10 28.6
Towards hannikeri 2 150.00 1.30 0.100 39.00
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) 0 0
Towards karadiguddi
Towards hannikeri
4a Centering for Cement Concrete Drain Walls 35%
Qty as per item no 4 234.00
5 Supplying, fitting and placing TMT FE 550 / 550D Steel reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
Steel calculation
For Drain (Total Leangth L= 520.00
Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 1 2601 2.80 0.62 4515.34 kg 2601
Distrubution Bar 8MM Dia @ 200 mm C/C 1 15 520 0.39 3042.00 20
Distrubution Bar 8MM Dia @ 200 mm C/C 2 260 7 0.39 1419.60 kg 7 9
Total 4129800.83
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal PWD Division, Belagavi
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
RATE ANALYSIS 2024-25 FOR RCC DRAINS 0.9 x 0.9
Sl.No Material Unit SR Rate
1 Cement Bag 447.00
2 Steel Tonne 103329.00
Description of Items. Unit S.R.Rate Basic Rate GST 18% Total Area wtg.0% Total Rate
Page No. It. No. Volume
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i) m3 8 1.14 I 115.00 0.00 115.00 0.00 115.00
2 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 of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. m3 11 1.23 I 2682.00 0.00 2682.00 0.00 2682.00
3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates m3 15 2.1.2 I 5607.00 0.00 5607.00 0.00 5607.00
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD 2021-22 Pg.No.15 It.No. 2.2.1.1 Vol-I) m3 16 2.3.1 I 6221.00 0.00 6221.00 0.00 6221.00
4a Centering for Cement Concrete Drain Walls 35% m3 111 4 I 2177.35 0.00 2177.35 0.00 2177.35 2213.05
5 Supplying, fitting and placing TMT FE 550 / 550D Steel reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 18 2.11 h I 80019.00 0.00 80019.00 0.00 80019.00
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal
Construction of a new bridge at Km 45.17 on the State Highway connecting NH-4A (Desur) to SH-56 in Kittur Constituency of Bailhongal Taluk, Belagavi District (within the limits of Hannikeri village).
0.15 M20 For Footing
0.10 Boulder filling
Proposed CROSS SECTION OF CC DRAIN
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgaum
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