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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹23.7 Cr
EMD Value
₹23.7 L
Closing Date
31 Oct 2026, 4:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Public Works Department
Shri. C.S.Police Patil
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada and SH-124 Bharked Bilgi In Muddebihal Constituency.(H/A 5054-80-190-0-01-132 KRDCL)
PWD/2026-27/BR/WORK_INDENT37655
PWD/2026-27/BR/WORK_INDENT37655
Open
Bridges/Culverts
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
9 documents required · 9 mandatory
To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2021-22 to 2025-26 (b) satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar Nature of work such as Construction of Bridge of value not less than Rs. 1184.92 Lakhs.
C)Executed in any one year the following minimum quantities of work (2021-22 to 2025-26) 1) ) Earthwork Excavation for deep foundation/in hard rock and Embankment -52617.14 Cum 2)Concrete (All type concrete Quantity)-4108.14 Cum 3) File Foundation- 700.80 Mtr 4)Steel -467.66 Tonne
Assessed Tender Capacity shall be more than the Tendered Amount
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-(AXNX1.5-B) whereA -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. N-Number of years prescribed for completion of the works for which tenders are invited -1.5 Year(18 Month).B-Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the next 1.5 year(18 month) form the probable date of Award of this contract.
1)Tipper Trucks-10Nos (5-Own & 5-Hire/lEASE) 2)Water Tanker-4 Nos (2-Own 2 Hire/lease) 3)Concrete batching and mixing plant minimum 30 cum/hour-1 Nos (1- Own) 4)Transit Mixer-4 Nos (2-Own 2 Hire/Lease) 5)needle Vibrator-10 Nos (5-Own 5-Hire/Lease) 6)Front End Loader-4 Nos (2- Own 2- Hire/Lease) 7)Concrete Pump -1 Nos (1 Own) 8)Excavator Like JCB / Hitachi etc- 2 Nos (1 Own 1- Hire/Lease) 9)Centering (Steel) 500 Sqm- 50 percent Own & 50 percent Hire/Lease 10)Pile driving equipment with necessary accessories 2No (2 -Own/Hire/Lease) 11) Crane (150 tonne capacity) -2 Nos (Own/Hire/Lease)
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years
Latest income tax certificate
The tenderer shall furnish ,as part of his tender,EMD in the amount as shown in column 4 of the table of IFT for this particular work.The E.M.D. Rs. 23,69,900/- shall be paid in full through E-payment or in two parts part(1)Rs.1,00,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 22,69,900/- EMD in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.
Value at 2026-27 price level, of existing commitments and on-going works to be executed during the next 18 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27), (Morthwise commitment shall be furnished).
Each Tenderer should further demonstrate (b) liquid assets /or availability of credit facilities of not less than Rs.394.97 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information
To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2021-22 to 2025-26 (a) achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 3159.78 Lakhs.
Constitutional or Legal Status of the Tenderer
Information on works which are yet to be completed.
Information of the works for which Tender acceptance letters are received
Information of the works for which Tenderer has submitted Tender
Information on litigation in which the Tenderer is involved
Information on works are yet to be completed.re)
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.
Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.
₹7,500
₹23.7 L
15 Oct 2026
15 Oct 2026
2 Nov 2026
22 Oct 2026
27 Oct 2026
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
BANKER’S CERTIFICATE
FORMAT OF BANKER'S CERTIFICATE/LINE OF CREDIT LETTER [TO BE ISSUED IN THE LETTER HEAD OF THE BANK BRANCH] Reference Number (SL. No) Place: Date: To: [Name & Address of the beneficiary] This is to certify that Mr./M/s………………………………………………………………………….. ……………………………………………………………………….[name of the customer] having his/ their registered/ administrative office at…………………………………………………………… ………………………………………………………………………. is a customer of our Bank and is/ are engaged in ……………………………………………………………… [nature of activity]. If the said customer is allotted / awarded with ……………………………………………[brief details of works], we may extend credit facilities uptoRs. …………………………………………..lakh, to meet his/ their working capital requirement towards the execution of the said work order as per the Loan Policy of the Bank. This certificate is valid upto three months from date of issue, that is Upto dd/mm/yyyy. Yours faithfully, BRANCH MANAGER. s
Name of the Bank, Senior Bank Manger
Address:…………………………
List of Machinery
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site
Attach letters of Acceptance received.
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of Work Names of Employers 2021-22 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
has executed/ is executing(strike off which ever is not applicable) the work of .............................................
in this Organisation. The details of the work is as under:
1 Name of the Project :
2 Name of the Work :
3 Contract Amount :
4 Date of signing the Agreement :
5 Date of handing over of the Site :
6 Progress * : 2021-22
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2022-23
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2023-24
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2024-25
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2025-26
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2026-27
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion
9 Actual Date of Completion/ Probable Date of Completion
10 Cost of balance work (if work is in progress) :
11 Reasons if any for delay in completion, if work completion is delayed :
12 Penalty if any imposed :
13 Any other information :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Billed upto date during 2026-27
Attach Chartered Accountant's Yearwise Statements.
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF RETAINING WALL
Sl.No. Description of work Item No. Unit Quantity Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 964.69 107.10 103,318.30
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 62.96 6213.90 391,227.14
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 202.10 6799.88 1,374,255.75
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 91.93 7192.18 661,177.11
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 26.10 84019.95 2,192,920.70
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 277.97 2810.85 781,331.97
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 617.30 279.30 172,411.89
Total Cost of Retaining Wall 5,676,642.86
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF RETAINING WALL - 6M HEIGHT
Sl.No. Description of work Item No. Unit Quantity for 3 nos Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 129.79 107.10 13,900.51
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 7.34 6213.90 45,610.03
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 26.05 6799.88 177,136.87
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 14.10 7192.18 101,409.74
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 4.92 84019.95 413,378.15
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 26.66 2810.85 74,937.26
7 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200 Nos/Rmtr 0.00 144.90 0.00
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 92.87 279.30 25,938.59
Total Cost of Retaining Wall 852,311.15
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION OF CONSTRUCTION OF RETAINING WALL - 6M HEIGHT
Sl.No. Description Nos/ Sides Length in m Breadth in m Depth in m Quantity Unit
Retaining wall 4 0.70 0.438 4.5 0.702
Excavation below ground level 4 0.70 1.65
retaining wall raft 4 0.70 4.5 0.6
deduction Raft Toe wall 4 0.70 0.24
deduction Raft Heel wall 4 0.70 0.54
Below ground retaining wall 4 0.70 0.4 0.7
Above ground 4 0.70 0.398 4.5
filter media 4 0.70 0.6 5.29
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8)
Retaining wall 12 1.15 5.70 1.65 129.79
Total 129.79 m3
Retaining wall 12 1.15 4.50 0.20 0.00
Total 0.00 #REF!
Retaining wall 12 1.15 4.50 0.20 0.00
Total 0.00 #REF!
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Retaining wall 12 0.85 4.80 0.15 7.34
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
Raft/Bottom slab 12 0.70 4.50 0.6 22.68
Below ground retaining wall 12 0.7 0.573 0.7 3.37
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
As per BBS 3 1.64 4.92
Total 4.92 Tonnes
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
7 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.
(PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
For Weep Holes (End wall) 15 0.44 0.00
Total 0.00 Nos/Rmtr
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Total Eartwork Excavation 129.79
Deduction of PCC -3 -7.34
Deduction of Filter media -12 0.7 0.60 0.70 -3.53
Concrete quantity -3 -26.05
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETURN WALL - BBS
Wall Distribution bar
Net Weight in MT 1.640 1,114.71
Total Weight in MT 1.640 1,114.71
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF RETAINING WALL - 5M HEIGHT
Sl.No. Description of work Item No. Unit Quantity for 3 Nos Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 252.15 107.10 27,005.27
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 18.34 6213.90 113,962.93
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 64.80 6799.88 440,632.22
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 38.04 7192.18 273,590.53
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 8.82 84019.95 741,055.96
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 91.69 2810.85 257,726.84
7 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200 Nos/Rmtr 0.00 144.90 0.00
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 150.67 279.30 42,082.13
Total Cost of Retaining Wall 1,896,055.88
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION OF CONSTRUCTION OF RETAINING WALL - 5M HEIGHT
Sl.No. Description Nos/ Sides Length in m Breadth in m Depth in m Quantity Unit
Retaining wall 4 2.83 0.377 3.5 2.83
Excavation below ground level 4 2.83 1.65
retaining wall raft 4 2.83 3.3 0.45
deduction Raft Toe wall 4 2.83 0.15
deduction Raft Heel wall 4 2.83 0.27
Below ground retaining wall 4 2.83 0.465 0.9
Above ground 4 2.83 0.231 3.5
filter media 4 2.83 0.6 4.5
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8)
Retaining wall 12 2.83 4.50 1.65 252.15
Total 252.15 m3
Retaining wall 12 2.83 3.30 0.20 0.00
Total 0.00 #REF!
Retaining wall 12 2.83 3.30 0.20 0.00
Total 0.00 #REF!
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Retaining wall 12 2.83 3.60 0.15 18.34
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
Raft/Bottom slab 12 2.83 3.30 0.45 50.43
Below ground retaining wall 12 2.83 0.470 0.9 14.37
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
As per BBS 3 2.94 8.82
Total 8.82 Tonnes
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
7 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.
(PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
For Weep Holes (End wall) 50 0.38 0.00
Total 0.00 Nos/Rmtr
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Total Eartwork Excavation 252.15
Deduction of PCC -18.34
Deduction of Filter media -12 2.83 0.60 0.90 -18.34
Concrete quantity -64.80
Total 150.67 m3
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETURN WALL - BBS
Wall Distribution bar
Net Weight in MT 2.940 2,928.96
Total Weight in MT 2.940 2,928.96
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF RETAINING WALL - 4M HEIGHT
Sl.No. Description of work Item No. Unit Quantity for 3 Nos Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 212.93 107.10 22,804.80
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 14.77 6213.90 91,779.30
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 47.89 6799.88 325,646.25
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 23.09 7192.18 166,067.44
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 6.00 84019.95 504,119.70
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 73.15 2810.85 205,613.68
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 129.89 279.30 36,278.28
Total Cost of Retaining Wall 1,352,309.45
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION OF CONSTRUCTION OF RETAINING WALL - 4M HEIGHT
Sl.No. Description Nos/ Sides Length in m Breadth in m Depth in m Quantity Unit
Retaining wall 4 2.83 0.340 2.5 2.83
Excavation below ground level 4 2.83 1.65
retaining wall raft 4 2.83 2.6 0.4
deduction Raft Toe wall 4 2.83 0.09
deduction Raft Heel wall 4 2.83 0.13
Below ground retaining wall 4 2.83 0.37 1
Above ground 4 2.83 0.320 2.5
filter media 4 2.83 0.6 3.59
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8)
Retaining wall 12 2.83 3.80 1.65 212.93
Total 212.93 m3
Retaining wall 12 2.83 2.60 0.20 0.00
Total 0.00 #REF!
Retaining wall 12 2.83 2.60 0.20 0.00
Total 0.00 #REF!
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Retaining wall 12 2.83 2.90 0.15 14.77
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
Raft/Bottom slab 12 2.83 2.60 0.4 35.32
Below ground retaining wall 12 2.83 0.37 1 12.57
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
As per BBS 3 2 6.00
Total 6.00 Tonnes
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
7 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.
(PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
For Weep Holes (End wall) 40 0.34 0.00
Total 0.00 #REF!
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Total Eartwork Excavation 212.93
Deduction of PCC -3 -14.77
Deduction of Filter media -12 2.83 0.60 1.00 -20.38
Concrete quantity -3 -47.89
Total 129.89 m3
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETURN WALL - BBS
Wall Distribution bar
Net Weight in MT 2.000
Total Weight in MT 2.000
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF RETAINING WALL - 3M HEIGHT
Sl.No. Description of work Item No. Unit Quantity for 3 Nos Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 141.13 107.10 15,115.02
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 9.33 6213.90 57,975.69
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 27.29 6799.88 185,568.73
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 8.90 7192.18 64,010.40
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 2.49 84019.95 209,209.68
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 41.37 2810.85 116,284.86
7 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200 Nos/Rmtr 0.00 144.90 0.00
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 87.40 279.30 24,410.82
Total Cost of Retaining Wall 672,575.20
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION OF CONSTRUCTION OF RETAINING WALL - 3M HEIGHT
Sl.No. Description Nos/ Sides Length in m Breadth in m Depth in m Quantity Unit
Retaining wall 4 2.16 0.250 1.5 2.159
Excavation below ground level 4 2.16 1.65
retaining wall raft 4 2.16 2.1 0.35
deduction Raft Toe wall 4 2.16 0.04
deduction Raft Heel wall 4 2.16 0.05
Below ground retaining wall 4 2.16 0.275 1.1
Above ground 4 2.16 0.233 1.5
filter media 4 2.16 0.6 2.66
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8)
Retaining wall 12 2.16 3.30 1.65 141.13
Total 141.13 m3
Retaining wall 12 2.16 2.10 0.20 0.00
Total 0.00 #REF!
Retaining wall 12 2.16 2.10 0.20 0.00
Total 0.00 #REF!
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Retaining wall 12 2.16 2.40 0.15 9.33
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
Raft/Bottom slab 12 2.16 2.10 0.35 19.05
Below ground retaining wall 12 2.16 0.289 1.1 8.24
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Above ground 12 2.16 0.229 1.50 8.90
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
As per BBS 3 0.83 2.49
Total 2.49 Tonnes
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
7 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.
(PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
For Weep Holes (End wall) 23 0.25 0.00
Total 0.00 Nos/Rmtr
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Total Eartwork Excavation 141.13
Deduction of PCC -3 -9.33
Deduction of Filter media -12 2.16 0.60 1.10 -17.11
Concrete quantity -3 -27.29
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETURN WALL - BBS
Wall Distribution bar
Net Weight in MT 0.830 825.24
Total Weight in MT 0.830 825.24
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF CONSTRUCTION OF TOE - RETAINING WALL - 2.5M HEIGHT
Sl.No. Description of work Item No. Unit Quantity for 3 Nos Rate in Rs Total
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 228.69 107.10 24,492.70
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 13.18 6213.90 81,899.20
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 36.07 6799.88 245,271.67
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 7.80 7192.18 56,099.00
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 3.87 84019.95 325,157.21
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 45.10 2810.85 126,769.34
7 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200 Nos/Rmtr 0.00 144.90 0.00
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 156.47 279.30 43,702.07
Total Cost of Retaining Wall 903,391.19
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION OF CONSTRUCTION OF TOE - RETAINING WALL - 2.5M HEIGHT
Sl.No. Description Nos/ Sides Length in m Breadth in m Depth in m Quantity Unit
Retaining wall 4 2.90 0.254 2.5 2.90
Excavation below ground level 4 2.90 1.65
retaining wall raft 4 2.90 2.1 0.35
deduction Raft Toe wall 4 2.90 0.04
deduction Raft Heel wall 4 2.90 0.05
Below ground retaining wall 4 2.90 0.285 1.2
Above ground 4 2.90 0.220 1.0
filter media 4 2.90 0.6 2.16
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8)
Retaining wall 12 3.50 3.30 1.65 228.69
Total 228.69 m3
Retaining wall 12 3.50 2.10 0.20 0.00
Total 0.00 #REF!
Retaining wall 12 3.50 2.10 0.20 0.00
Total 0.00 #REF!
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Retaining wall 12 3.05 2.40 0.15 13.18
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
Raft/Bottom slab 12 2.90 2.10 0.35 25.58
Below ground retaining wall 12 2.9 0.274 1.1 10.49
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Above ground 12 2.90 0.224 1.00 7.80
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
As per BBS 3 1.29 3.87
Total 3.87 Tonnes
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
7 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.
(PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
For Weep Holes (End wall) 26 0.25 0.00
Total 0.00 Nos/Rmtr
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Total Eartwork Excavation 228.69
Deduction of PCC -3 -13.18
Deduction of Filter media -12 2.90 0.60 1.10 -22.97
Concrete quantity -3 -36.07
Total 156.47 m3
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETURN WALL - BBS
Wall Distribution bar
Net Weight in MT 1.290 1,280.10
Total Weight in MT 1.290 1,280.10
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
(Based on Schedule of Rates for the year 2023 - 24 PWD CSR) (PWD Issue Rate 08.10.2025, MI IR 08.10.2025).
Sl.No Specification Unit SR Page no Volume No. Item No. Basic Rate in Rs. Rate after Deducting 10% contractor profit = A Rate after Deducting 10% Overhead charges = B After Adding Over head charges ( 20%*B )= C Contractor profit (10%*C) = D Foam work Area Weightage Certificate 5% Sub Total in Rs beyond 5 m upto 10 m add 12% extra on formwork for staging & base 1% of the finished rate shall be paid as lift charges extra above 3.6 m height at an interval of 3 m thereon. Net Rate (RS)
Area Weightage BBMP Limits Retaining Wall Hight
Area Specific Loading Retaining Wall Hight Retaining Wall Hight Retaining Wall Hight Retaining Wall Hight Retaining Wall Hight Retaining Wall Hight total quantity Amount
1.0 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. m3 8 I 1.14.1 102.00 5.10 107.10 107.10
2.0 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m3 15 I 2.1.3 5918.00 295.90 6213.90 6213.90
3.0 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) m3 15 I 2.2.3 6227.00 249.08 323.80 6799.88 6799.88
4.0 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% m3 16.00 I 2.4.3 6227.00 622.70 342.48 7192.18 7192.18
5.0 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% - Beyond 5m to 10m m3 0.00 0.00
beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation m3 16.00 I 2.4.3 6227.00 #REF! #REF! #REF! #REF! #REF! #REF!
5.0 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Tonne 18 I 2.11h 80019.00 4000.95 84019.95 84019.95
6.0 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. m3 117 III 12.4 2677.00 133.85 2810.85 2810.85
7.0 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. Nos/Rmtr 117 III 12.1 138.00 6.90 144.90 144.90
7.0 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 7 I 1.9 266.00 13.30 279.30 279.30
RATE ANALYSIS OF CONSTRUCTION OF RETAINING WALL (DEPTH IS 3.0M)
Sl.No Description Item No. Rate Unit Add 7.5% Area Specific loading 7.5%
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) 1086
Basic Rate 102.00 75.8
Add 7.5% Area Specific loading 7.65
Final Rate 109.65 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m ( PWD Volume-1 CSR 2023-24, Item No-1.14.2 Page-8) 1086
Basic Rate 117.00 75.8
Add 7.5% Area Specific loading 8.78
Final Rate 125.78 m3
2 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 ( PWD Volume-1 CSR 2023-24, Item No-1.23 Page-11) 1086
Basic Rate 2682.00 75.8
Add 7.5% Area Specific loading 201.15
Final Rate 2883.15 m3
3 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 ( PWD Volume-III CSR 2023-24, Item No-4.17 Page-26) 1086
Basic Rate 2559.00 75.8
Add 7.5% Area Specific loading 191.93
Final Rate 2750.93 m3
4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Add 7.5% Area Specific loading 443.85
Final Rate 6361.85 m3
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 It-2.4.4 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 662.60
Add 7.5% Area Specific loading 546.65
Final Rate 7835.25 m3
6 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.5.3 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 689.10
Add 7.5% Area Specific loading 568.51
Final Rate 8148.61 m3
7 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24 , Sl No-13.8, Page No-121) MoRT&H Spec. 2700)
Issue rate 08.10.2025 6727.00
Add 7.5% Area Specific loading 504.53
Total Rate 7231.53 m3
8 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD Volume-3 CSR 2023-24,Sl No-13.9 , Page No-122) MoRT&H Spec. 1500,1600, 1700 & 2704
Issue rate 08.10.2025 11201.00
Add 7.5% Area Specific loading 840.08
Total Rate 12041.08 m3
7 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 ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
Issue rate 08.10.2025 76329.00
Add 7.5% Area Specific loading 5724.68
Total Rate 82053.68 Tonnes
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
Issue rate 08.10.2025 76554.00
Add 7.5% Area Specific loading 5741.55
Total Rate 82295.55 Tonnes
9 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Basic Rate 2677.00
Add 7.5% Area Specific loading 200.78
Total Rate 2877.78 m3
10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) MoRT&H 2702
Issue rate 08.10.2025 13087.00
Add 7.5% Area Specific loading 981.525
Total Rate 14068.53 m3
10 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
Basic Rate 138.00
Add 7.5% Area Specific loading 10.35
Total Rate 148.35 Nos/Rmtr
11 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24, Sl No-13.7, Page No-121) MoRT&H 2705
Basic Rate 3271.00
Add 7.5% Area Specific loading 245.33
Total Rate 3516.33 #REF!
11 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. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Basic Rate 266.00
Add 7.5% Area Specific loading 19.95
Total Rate 285.95 m3
12 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Total Rate 4897.70 Mtr
12 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-13.15 (ii), Page No-123) MoRT&H Spec 2605
Basic Rate 137.00
Add 7.5% Area Specific loading 10.28
Total Rate 147.28 Mtr
13 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD Volume-3 CSR 2023-24, Sl No-13.16, Page No-124) MoRT&H Spec 2600
Basic Rate 1795.00
Add 7.5% Area Specific loading 134.63
Total Rate 1929.63 Mtr
14 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Final Rate 4897.70 Mtr
15 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. ( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Basic Rate 94.00
Add 5% Area Specific loading - Kalyana Karnataka 4.70
Final Rate 98.70 Cum
16 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts. (MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Basic Rate 454.00
Add 5% Area Specific loading - Kalyana Karnataka 22.70
Final Rate 476.70 Cum
RATE ANALYSIS OF CONSTRUCTION OF RETAINING WALL (DEPTH IS 4.0M)
Sl.No Description Item No. Rate Unit Add 7.5% Area Specific loading 7.5%
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) 1086
Basic Rate 102.00 75.8
Add 7.5% Area Specific loading 7.65
Final Rate 109.65 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m ( PWD Volume-1 CSR 2023-24, Item No-1.14.2 Page-8) 1086
Basic Rate 117.00 75.8
Add 7.5% Area Specific loading 8.78
Final Rate 125.78 m3
2 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 ( PWD Volume-1 CSR 2023-24, Item No-1.23 Page-11) 1086
Basic Rate 2682.00 75.8
Add 7.5% Area Specific loading 201.15
Final Rate 2883.15 m3
3 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 ( PWD Volume-III CSR 2023-24, Item No-4.17 Page-26) 1086
Basic Rate 2559.00 75.8
Add 7.5% Area Specific loading 191.93
Final Rate 2750.93 m3
4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Add 7.5% Area Specific loading 443.85
Final Rate 6361.85 m3
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 It-2.4.4 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 662.60
Add 7.5% Area Specific loading 546.65
Final Rate 7835.25 m3
6 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.5.3 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 689.10
Add 7.5% Area Specific loading 568.51
Final Rate 8148.61 m3
7 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24 , Sl No-13.8, Page No-121) MoRT&H Spec. 2700)
Issue rate 08.10.2025 6727.00
Add 7.5% Area Specific loading 504.53
Total Rate 7231.53 m3
8 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD Volume-3 CSR 2023-24,Sl No-13.9 , Page No-122) MoRT&H Spec. 1500,1600, 1700 & 2704
Issue rate 08.10.2025 11201.00
Add 7.5% Area Specific loading 840.08
Total Rate 12041.08 m3
7 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 ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
Issue rate 08.10.2025 76329.00
Add 7.5% Area Specific loading 5724.68
Total Rate 82053.68 Tonnes
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
Issue rate 08.10.2025 76554.00
Add 7.5% Area Specific loading 5741.55
Total Rate 82295.55 Tonnes
9 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Basic Rate 2677.00
Add 7.5% Area Specific loading 200.78
Total Rate 2877.78 m3
10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) MoRT&H 2702
Issue rate 08.10.2025 13087.00
Add 7.5% Area Specific loading 981.525
Total Rate 14068.53 m3
10 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
Basic Rate 138.00
Add 7.5% Area Specific loading 10.35
Total Rate 148.35 Nos/Rmtr
11 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24, Sl No-13.7, Page No-121) MoRT&H 2705
Basic Rate 3271.00
Add 7.5% Area Specific loading 245.33
Total Rate 3516.33 #REF!
11 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. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Basic Rate 266.00
Add 7.5% Area Specific loading 19.95
Total Rate 285.95 m3
12 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Total Rate 4897.70 Mtr
12 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-13.15 (ii), Page No-123) MoRT&H Spec 2605
Basic Rate 137.00
Add 7.5% Area Specific loading 10.28
Total Rate 147.28 Mtr
13 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD Volume-3 CSR 2023-24, Sl No-13.16, Page No-124) MoRT&H Spec 2600
Basic Rate 1795.00
Add 7.5% Area Specific loading 134.63
Total Rate 1929.63 Mtr
14 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Final Rate 4897.70 Mtr
15 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. ( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Basic Rate 94.00
Add 5% Area Specific loading - Kalyana Karnataka 4.70
Final Rate 98.70 Cum
16 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts. (MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Basic Rate 454.00
Add 5% Area Specific loading - Kalyana Karnataka 22.70
Final Rate 476.70 Cum
RATE ANALYSIS OF CONSTRUCTION OF RETAINING WALL (DEPTH IS 5.0M)
Sl.No Description Item No. Rate Unit Add 7.5% Area Specific loading 7.5%
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) 1086
Basic Rate 102.00 75.8
Add 7.5% Area Specific loading 7.65
Final Rate 109.65 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m ( PWD Volume-1 CSR 2023-24, Item No-1.14.2 Page-8) 1086
Basic Rate 117.00 75.8
Add 7.5% Area Specific loading 8.78
Final Rate 125.78 m3
2 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 ( PWD Volume-1 CSR 2023-24, Item No-1.23 Page-11) 1086
Basic Rate 2682.00 75.8
Add 7.5% Area Specific loading 201.15
Final Rate 2883.15 m3
3 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 ( PWD Volume-III CSR 2023-24, Item No-4.17 Page-26) 1086
Basic Rate 2559.00 75.8
Add 7.5% Area Specific loading 191.93
Final Rate 2750.93 m3
4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Add 7.5% Area Specific loading 443.85
Final Rate 6361.85 m3
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 It-2.4.4 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 662.60
Add 7.5% Area Specific loading 546.65
Final Rate 7835.25 m3
6 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.5.3 Page-16)
Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 689.10
Add 7.5% Area Specific loading 568.51
Final Rate 8148.61 m3
7 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24 , Sl No-13.8, Page No-121) MoRT&H Spec. 2700)
Issue rate 08.10.2025 6727.00
Add 7.5% Area Specific loading 504.53
Total Rate 7231.53 m3
8 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (PWD Volume-3 CSR 2023-24,Sl No-13.9 , Page No-122) MoRT&H Spec. 1500,1600, 1700 & 2704
Issue rate 08.10.2025 11201.00
Add 7.5% Area Specific loading 840.08
Total Rate 12041.08 m3
7 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 ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
Issue rate 08.10.2025 76329.00
Add 7.5% Area Specific loading 5724.68
Total Rate 82053.68 Tonnes
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
Issue rate 08.10.2025 76554.00
Add 7.5% Area Specific loading 5741.55
Total Rate 82295.55 Tonnes
9 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Basic Rate 2677.00
Add 7.5% Area Specific loading 200.78
Total Rate 2877.78 m3
10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) MoRT&H 2702
Issue rate 08.10.2025 13087.00
Add 7.5% Area Specific loading 981.525
Total Rate 14068.53 m3
10 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
Basic Rate 138.00
Add 7.5% Area Specific loading 10.35
Total Rate 148.35 Nos/Rmtr
11 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (PWD Volume-3 CSR 2023-24, Sl No-13.7, Page No-121) MoRT&H 2705
Basic Rate 3271.00
Add 7.5% Area Specific loading 245.33
Total Rate 3516.33 #REF!
11 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. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Basic Rate 266.00
Add 7.5% Area Specific loading 19.95
Total Rate 285.95 m3
12 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Total Rate 4897.70 Mtr
12 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-13.15 (ii), Page No-123) MoRT&H Spec 2605
Basic Rate 137.00
Add 7.5% Area Specific loading 10.28
Total Rate 147.28 Mtr
13 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. (PWD Volume-3 CSR 2023-24, Sl No-13.16, Page No-124) MoRT&H Spec 2600
Basic Rate 1795.00
Add 7.5% Area Specific loading 134.63
Total Rate 1929.63 Mtr
14 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (PWD SR VOL-3, Page no-123, Item No-13.13 B) (PWD 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Issue rate 08.10.2025 4556.00
Add 7.5% Area Specific loading 341.70
Final Rate 4897.70 Mtr
15 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification. ( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Basic Rate 94.00
Add 5% Area Specific loading - Kalyana Karnataka 4.70
Final Rate 98.70 Cum
16 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts. (MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Basic Rate 454.00
Add 5% Area Specific loading - Kalyana Karnataka 22.70
Final Rate 476.70 Cum
NAME OF WORK:- CONSTRUCTION OF BRIDGE ACROSS DONI RIVER BETWEEN HIROOR AND FATTHEPUR VILLAGE CONNECTING SH-124 BHARKED BILGI AND SH-177 VIJAYAPUR UKKALI DINDAWAR SASANUR MUKHIHAL NALATAWADA IN MUDDEBIHAL CONSTITUENCY
ABSTRACT OF CONSTRUCTION OF STONE SLAB
Sl.No. Description of work Item No. Unit Quantity Rate in Rs Total
1 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. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 0.00 279.30 0.00
1 Granite stone slab 100 mm and 150 mm thick (un-dressed) (PWD Volume-2 CSR 2023-24 , Sl No-411, Page No - A-24) m² 70.90 450.00 31,905.00
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 CSR 2023-24 , 3rd Qtr. Rate wef 08.10.2025- Item No-2.1.3, Page No - 58) m3 46.49 6778.75 315,144.09
3 Providing Flush/ Ruled pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (PWD Volume-2 CSR 2023-24 , Item No-8.20, Page No - 44) m² 16.64 149.10 2,481.02 34,386.02
Total Cost For Single Stair 349,530.11
Total Cost For Single Stair 349,530.11
Reconstruction work of a Bridge at 21 km of M.D.R. connecting Konnur cross to Gudnal cross of Muddebihal constituency, Vijayapura district.
DETAILED ESTIMATION OF CONSTRUCTION OF STONE SLAB STAIRCASE
Sl.No. Description Nos Length in m Breadth in m Depth in m Quantity Unit
Available Excess quantity of soil from backfilling of foundations 1 0.00 0.00 4m #REF! #REF! #REF! #REF! #REF!
1 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) Total Excavated soil backfilling quantity Availbale excess quantity Back filling
Total Area of Filling Below Steps 1 3.00 3.51 0.00 3m #REF! #REF! #REF! #REF! #REF!
Total 0.00 m3 5m #REF! #REF! #REF! #REF! #REF!
1 Granite stone slab 100 mm and 150 mm thick (un-dressed) 6m #REF! #REF! #REF! #REF! #REF!
(PWD Volume-2 CSR 2023-24 , Sl No-411, Page No - A-24) 7m #REF! #REF! #REF! #REF! #REF!
Total number of Threads 72 2.00 0.30 43.20 #REF! #REF! #REF!
Total number of Threads 8 2.00 1.00 16.00
Total number of Raiser 78 1.00 0.15 11.70
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 CSR 2023-24 , 3rd Qtr. Rate wef 08.10.2025- Item No-2.1.3, Page No - 58)
Total number of Threads 1 144.00 0.30 0.10 4.32
Total number of Threads 1 16.00 1.00 1.10 17.60
Total number of Raiser 1 78.00 0.15 2.10 24.57
3 Providing Flush/ Ruled pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
(PWD Volume-2 CSR 2023-24 , Item No-8.20, Page No - 44)
Total number of Threads 72 2.60 0.05 9.36
Total number of Threads 8 2.60 0.05 1.04
Total number of Raiser 78 1.60 0.05 6.24
4 Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
(PWD Volume-5 CSR 2023-24 , Item No-7.8, Page No - 87) B 3600 3.6 4.02492235949962
Hand Railing 1 8.10 0.00 H 1800 1.8
NAME OF WORK:- CONSTRUCTION OF BRIDGE ACROSS DONI RIVER BETWEEN HIROOR AND FATTHEPUR VILLAGE CONNECTING SH-124 BHARKED BILGI AND SH-177 VIJAYAPUR UKKALI DINDAWAR SASANUR MUKHIHAL NALATAWADA IN MUDDEBIHAL CONSTITUENCY
(Based on Schedule of Rates for the year 2023 - 24 PWD CSR) (PWD Issue Rate 08.10.2025, MI IR 08.10.2025).
Sl.No Specification Unit SR Page no Volume No. Item No. Basic Rate in Rs. Overhead Charges 9.09% Area weightage 5% Sub Total in Rs Net Rate (RS)
STONE SLAB STAIRCASE
1.0 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 7 I 1.9 266.00 13.30 279.30 279.30
1.0 Granite stone slab 100 mm and 150 mm thick (un-dressed) m2 A-24 II 411 450 450.00 450.00
2.0 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m3 15 I 2.1.3 5918.00 537.95 322.80 6778.75 6778.75
3.0 Providing Flush/ Ruled pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. m2 44 II 8.20 142 7.10 149.10 149.10
4.0 Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) m 87 V 7.80 1327 66.35 1393.35 1393.35
Assistant Executive Engineer Executive Engineer
KNNL, Head work Sub. Division, KNNL, No-1 T R Division
Munirabad Munirabad
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi And SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF MAJOR BRIDGE
Sl.No Description of work Quantity Rate in Rs Total Unit
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness. By Mechanical Means using Dozer In area of thorny jungle 19.00 508.20 9,655.80 100sqm
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. 2582.38 116.83 301,699.46 m3
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m. 1729.49 134.02 231,786.25 m3
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 228.88 554.65 126,948.29 m3
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates 103.94 6963.16 723,750.85 m3
6 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile Diameter-1200 mm. 876.00 16552.20 14,499,727.20 M
7 Dismantling of Reinforced Concrete Pile head complete as per drawing and Technical Specification. 148.52 1617.00 240,156.84 m3
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 1149.45 7790.20 8,954,445.39 m3
9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 527.94 8789.53 4,640,344.47 m3
10 Furnishing and Placing Reinforced/Prestressed cement concrete in Super Structure as per drawing and Technical specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete.PSC Grade M50 , Height 5m to 10m 1290.37 12510.40 16,143,044.85 m3
11 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications 75.04 245,793.45 18,444,340.49 0.00
12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes 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 48.18 8420.50 405,699.69 m3
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200 92.42 2810.85 259,778.76 m3
14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200 1319.02 1226.40 1,617,646.13 m3
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 .2.11(b) Foundations of Bridges 197.00 91670.25 18,059,039.25 Tonne
16 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. 2.11 (c) Sub structure of Bridges 97.00 91908.60 8,915,134.20 Tonne
17 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.2.11 (d) Super structure of Bridges 198.63 92145.90 18,302,940.12 Tonne
18 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. MORTH Specification No. 2000 & 2200 6071.80 345.45 2,097,503.31 Tonne
19 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. MORTH Specification No. 2600 84.80 19842.90 1,682,677.92 m
20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 19.08 7063.35 134,768.72 m3
21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500, 1600, 1700 & 2704 38.16 11761.05 448,801.67 m3
22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 216.73 13741.35 2,978,162.79 m3
23 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 471.80 4783.80 2,256,996.84 m
24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 98.00 3434.55 336,585.90 Nos
25 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. 3287.36 279.30 918,159.65 m3
26 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 1121.75 88.20 98,938.35 Sqm
27 Dynamic Pile Load Test 1.00 892500.00 892,500.00 0.00
28 For 1200mm dia. Pile as per ASTM 4945 Section 08 1.00 105000.00 105,000.00 Nos
29 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 60.00 168.00 10,080.00 Hour
30 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 471.80 974.40 459,721.92 m3
31 Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 8276.99 88.20 730,030.52 m3
Total Cost of Bridge 125,026,065.63
cost of wing wall 5,406,116.98
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting Sh-124 Bharked Bilgi And Sh-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION
CONSTRUCTION MAJOR BRIDGE
Sl.No Description Nos Length in m Breadth in m Depth in m Quantity Unit
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness. By Mechanical Means using Dozer In area of thorny jungle
(PWD SR 2023-24 Volume-3, Sl No-2.5 (ii) B, Page No-9)
Upstream Side of the Proposed Bridge 2 120.00 10.00 2400.00 100sqm
Downstream Side of the Proposed Bridge 2 70.00 10.00 1400.00 100sqm
Sub-Total 3800.00
Total 19.00 100sqm
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Pier Pile Dia 1 Pier Pile Dia 1
(PWD SR 2023-24 Volume-1, It-1.14.1 Page-8)
a Nala Training Works from Upstream and Downstream of Bridge upto 3.0m 1 1.00
Nala Training Works from Upstream and Downstream of Bridge upto 3.0m
For Abutment Portion
For Pier Portion
Total 2582.38 m3
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m.
(PWD SR 2023-24 Volume-1, It-1.14.2 Page-8)
For Abutment Portion
For Pier Portion
Total 1729.49 m3
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
(PWD SR 2023-24 Volume-1, It-1.15.3 Page-9)
For Pier Portion
Total 228.88 m3
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Abutment -1 pile cap 1 10.9 9.00 0.15 14.72
Abutment - 2 pile cap 1 10.9 9.00 0.15 14.72
For pier pile cap 6 9.00 9.00 0.15 72.90
Cutoff wall Towards AB-1 1 10.60 0.50 0.15 0.80
Cutoff wall Towards AB-2 1 10.60 0.50 0.15 0.80
Total 103.94 m3
6 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile Diameter-1200 mm.
(PWD-Common SR-Volume-3, 2023-24) Item no. 11.40 Pg. No. 113 Ref. to MoRTH & Spec 1100 & 1700
Piles for AB-1 1 9 12.00 108.00
Piles for AB-2 1 9 12.00 108.00
Test Pile 1 1 12.00 12.00
7 Dismantling of Reinforced Concrete Pile head complete as per drawing and Technical Specification. Pier Pile Dia 1.2
(PWD-Common SR-Volume-3, 2023-24) Item no. 11.53 Pg. No. 114.
Total 148.52 m3 Abutment Pile Dia 1.2
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
(PWD-Common SR-Volume-1, 2023-2024;Item No- 2.2.6 ; Page No-17)
Abutment Pile Cap
Abutment -1 pile cap 1 10.60 8.70 1.80 166.00
Abutment - 2 pile cap 1 10.60 8.70 1.80 166.00
Total 1149.45 m3
9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD-Common SR-Volume-1, 2023-2024;Item No- 2.4.5 ; Page No-16)
Abutment -1 1 10.60 1.40 3.80 56.39 AB-2 Height
Circular Pier 2.00
Abutment -1 & 2
Abutment Cap Bottom Portion - (Trapizoidal portion ) 2 10.60 1.09 0.00 0.00
Abutment Cap (Rectangular Portion) 2 10.60 1.47 1.40 43.63
Abutment Dirt wall 2 10.60 0.30 2.515 16.00
Bracket or Corbel Portion 2 10.60 0.30 0.45 2.86
Pier Cap -1 to 6
Rectangular Portion - Top 6 10.50 3.00 0.50 94.50
Trapizoidal Portion 6 5.76 3.00 103.68
10 Furnishing and Placing Reinforced/Prestressed cement concrete in Super Structure as per drawing and Technical specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete.PSC Grade M50 , Height 5m to 10m
(NH SR - 2022-23, Item No- G (i) (q) Page No-211)
PSC Girders - Longitudinal Girder for (Long Span)
Bulb Portion 56 1.25 0.65 1.8 81.90
Tapered Portion 56 1.5 0.475 1.8 71.82
Straight Portion
Bottom Haunch 28 27.75 0.475 0.175 64.59
Bottom Flange 28 27.75 0.65 0.3 151.52
Intermediate Cross Girder
End Cross Girder
Bearing Pedestal
Bearing Pedestral For Piers 48 0.8 0.8 0.3 9.22
Bearing Pedestral Abutment - 1 & 2 8 0.8 0.8 0.3 1.54
Total 1290.37 m3
11 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
For single Girder Total weight of Tendons as per calculation sheet 2.68
Total no of Spans 7
Each Span Contain 4 no of Girders 4
Overall weight of Girder 2.74*7*4 75.04
Total 75.04 Tonne
12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes 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
(PWD-Common SR-Volume-1, 2023-2024;Item No- 2.5.2 ; Page No-16)
Cutoff wall Towards AB-1 1 10.60 0.30 0.90 2.86
Cutoff wall Towards AB-2 1 10.60 0.30 0.90 2.86
RC Upstand Wall(For Footpath) 4 235.90 0.15 0.3 42.46
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200
14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200
(PWD SR VOL-3 2023-24 P-99, I-12.3.A. Granular Material
Granular Materials behind abutment -1 1 16.19 6.00 7.265 705.72
Granular Materials behind abutment -2 1 16.19 6.00 7.265 705.72
deduction for filter media -1 92.42 -92.42
Total 1319.02 m3
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 .2.11(b) Foundations of Bridges
(PWD-Common SR-Volume-1, 2023-24; Foundation of Bridges; Item No- 2.11.b; Page No-18)
For Foundation 197.00
Total 197.00 Tonne
16 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. 2.11 (c) Sub structure of Bridges
(PWD-Common SR-Volume-1, 2023-24; Sub structure of Bridges; Item No- 2.11.c; Page No-18)
For Sub Structure 97.00
Total 97.00 Tonne
17 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.2.11 (d) Super structure of Bridges
(PWD-Common SR-Volume-1, 2023-24; Super structure of Bridges ; Item No- 2.11.d; Page No-18)
For Super Structure 198.63
Total 198.63 Tonne
18 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. MORTH Specification No. 2000 & 2200
(PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 12.10; Page No-118)
Type-1 Fixed Bearing 14 117.70 1647.80
Type-2 Guided in Longitudinal Direction 14 113.30 1586.20
Type-3 Guided in Transverse Direction 14 108.40 1517.60
Type-4 Free Bearing 14 94.30 1320.20
Total 6071.80 Tonne
19 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. MORTH Specification No. 2600
(PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.18; Page No-124) 29.9875
At Every 30m 8 10.60 84.80
20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
(PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.8; Page No-121)
21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500, 1600, 1700 & 2704
22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
(PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) Ref. to MoRT&H : IRC 2702 A
Total 216.73 m3
23 Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means. Clause 502 of MORTH Specification
(PWD SR VOL-3 2023-24 P-31, I-5.2,B (i))
Carriage Way 1 235.90 7.50 1769.25
Total 1769.25 Sqm
Crash Barrier for Bridges
23 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811
(CSR 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Crash Barrier for Bridges 2 235.90 471.80
24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
Drainage Spout(14 Spouts in each span) 98 98.00
Total 98.00 Nos
25 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.
(PWD SR 2023-24 Volume-1, It No-1.9 Page-7)
Earth excavation for structure work
upto 3m depth 2582.38
3m to 6m depth 1729.49
above 6m depth 228.88
Deduction of PCC -103.94
Deduction of Concrete Qty (Sub structure) -1149.45
Available Earth Total 3287.36 m3
Painting on concrete surface
26 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.
kerb 2 #REF! 0.4 0.000
(PWD CSR VOL-3 2023-24 Pg No.-123, Item No. 13.14) MoRT& H Spec. 800
Opposite Faces 4 0.28 1.1 1.232
Total 1121.75 Sqm
27 Initial Vertical Pile Load Test For 1200mm dia. Pile, having pile capacity of 750 t,Reaction load -2344 t
CSR 2023-24 Vol -1, Addendum – V/ Item No. 31 Page No.122
On test Pile 1.00 1.00
Dynamic Pile Load Test
28 For 1200mm dia. Pile as per ASTM 4945 Section 08
CSR 2023-24 Vol -1, Addendum – V/ Item No. 36 Page No.123
On routine pile 1.00 1.00
29 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
(PWD SR 2023-24 Volume-3, It-17 B2 Page-160)
Total 60.00 Hour
Slope protection Work
#REF! Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes and all other ancillary operations complete
#REF! Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
inner portion of bridge 2 22.80 0.15 6.60
#REF! Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder
inner portion of bridge 2 22.80 0.3 6.6
30 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.
Footpath Slab 2 235.90 1 471.80
Total 471.80 Sqm
31 Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.
Bulb Portion 56 1.25 Pmt= 4.25 297.50
Tapered Portion 56 1.50 Pmt= 4.075 342.30
Straight Portion 28 27.75 Pmt= 4.25 3302.25
Intermediate Cross Girder 21 2.35 Pmt= 3.3 162.86
End Cross Girder 42 2.00 Pmt= 3.3 277.20
Bearing Pedestral For Piers 48 0.30 Pmt= 3.20 46.08
Bearing Pedestral Abutment - 1 & 2 8 0.30 Pmt= 3.20 7.68
Abutment -1 pile cap 1 1.80 Pmt= 38.60 69.48
Abutment - 2 pile cap 1 1.80 Pmt= 38.60 69.48
Pier pile cap 6 1.80 Pmt= 34.80 375.84
Abutment -1 1 3.80 Pmt= 12.00 45.60
Abutment -2 1 3.80 Pmt= 12.00 45.60
Abutment Cap (Rectangular Portion) 2 1.40 Pmt= 13.54 37.91
Abutment Dirt wall 2 2.52 Pmt= 11.20 56.45
Bracket or Corbel Portion 2 0.45 Pmt= 11.20 10.08
Total 8276.99 Sqm
CONSTRUCTION OF BRIDGE AT BELUR
Sl.No SHAPES PARTICULARS BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm
Pile reinforcement
For 1.2m dia bore
For 1.2m dia bore 0.00
Bottom mat additional Ref. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Side way Reinforcement /Hrizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
For 1.0m dia bore 0.00
Bottom mat additional Ref. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Side way Reinforcement /Hrizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Net Weight in MT 328.090
Consider 5% lapping and wastage 16.405
Total Weight in MT 344.495
Super Structure
1.2 Abutment Stem 0.00
Dirt wall Reinforcement 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Longitudinal outert girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Longitudinal median girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Horizontal Cross End girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Horizontal intermediate girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Longitudinal outert girder between Abutment & Pier 0.00
Longitudinal inner girder between Abutment & Pier 0.00
Slab Reinforcement
Slab Reinforcement B/W Abutemnt to pier
For end barrier
Bottom mat 0.00
Crash Barrier 0.00
Net Weight in MT 266.810
Consider 5% lapping and wastage 13.341
Total Weight in MT 280.151
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting Sh-124 Bharked Bilgi And Sh-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl.No SHAPES PARTICULARS BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 452.5375042 452.5375042
1 Abutment -1 Pile reinforcement
For 1.2m dia bore 190.00
2 Abutment -2 Pile reinforcement
For 1.2m dia bore 190.00
3 Pier pile For 1.2 m dia bore 1
4 For Abutment -1
Pile Cap at Abutment
For 1.2m dia bore
Mid additional Ref.
Side way Reinforcement /Horizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.70
5 For Abutment - 2 RHS Side
Pile Cap at Abutment
For 1.2m dia bore
Side way Reinforcement /Hrizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.70
For 1.2m dia bore 0.00
Additional Side Rienforcement
Additional 3 Layers 25.6
Net Weight in MT 197.000
Total Weight in MT 197.000 582.005
Sub-Structure 582.005
7 Abutment Stem -1 & 2
8 CIRCULAR PIER
CIRCULAR PIER -1 to 6
Throughout Length
Lateral Ties radius of pier -1 0.95
Net Weight in MT 97.00
Total Weight in MT 97.00 582.005
Super Structure of Bridges
1 Longitudinal girder
3 intermediate cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Net Weight in MT 28.00
Total Weight in MT 28.000 582.005
For 7 nos Span 196.000
5 Cut off wall - Towards AB-1
Net Weight in MT 2.630
Total Weight in MT 2.63
Weight Calculations of Tendons
Cable No of Strands Dia of Strands Dia of Strands in (m) Length of Strands in (m) Area of Strands in m2 Volume of Cable in m3 Weight of Cable in kg Weight in Tonne (T)
For single Girder Total weight of Tendons 2.68
No of Spans 7 75.04
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting Sh-124 Bharked Bilgi And Sh-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl.No SHAPES PARTICULARS BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 603.3833389 603.3833389
1 Abutment -1 Pile reinforcement
For 1.2m dia bore 253.33
1 Abutment -2 Pile reinforcement
For 1.2m dia bore 253.33
2 Pier pile For 1.0 m dia bore 1
3 For Abutment -1
Pile Cap at Abutment
For 1.2m dia bore
Side way Reinforcement /Hrizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.70
4 For Abutment - 2 RHS Side
Pile Cap at Abutment
For 1.2m dia bore
Side way Reinforcement /Hrizontal ties to resist bursting 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.70
For 1.0m dia bore 0.00
Additional Side Rienforcement
Additional 3 Layers 25.6
Net Weight in MT 258.000
Total Weight in MT 258.000 582.005
Super Structure 582.005
6 Abutment Stem -1 & 2
7 CIRCULAR PIER
CIRCULAR PIER -1 & 6
Throughout Length
Half Length (6)
Lateral Ties radius of pier -1 0.95
2L- Inner portion Lateral Ties - vertical Portion 12 0.15 6 1 57.00 4.74 1621.08 0.00 0.00 0.00 1,621.08 0.00 0.00 0.00 0.00 0.00 PIER DIA 2.00
2L- Inner portion Lateral Ties -Horizontal portion 12 0.15 6 1 57.00 4.74 1621.08 0.00 0.00 0.00 1,621.08 0.00 0.00 0.00 0.00 0.00 0.012
9 Dirt wall Reinforcement 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Side face Reinforcement
14 Longitudinal inner girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15 Horizontal End Cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 Horizontal intermediate cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17 Horizontal End Cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18 Horizontal intermediate cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20 Horizontal End Cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
21 Horizontal intermediate cross girder 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Bottom mat 0.00
Net Weight in MT 628.070
Total Weight in MT 628.070
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi And SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
RATE ANALYSIS OF MAJOR BRIDGE
Sl.No Description Item No. Rate Unit
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness. By Mechanical Means using Dozer In area of thorny jungle (PWD SR 2023-24 Volume-3, Sl No-2.5 (ii) B, Page No-9)
Basic Rate 484.00
Area Weightage 5% 24.20
Final Rate 508.20 Sqm
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. (PWD SR 2023-24 Volume-1, It-1.14.1 Page-8)
Basic Rate 102.00
Adding Over head charges - 10% 9.27
Area Weightage 5% 5.56
Final Rate 116.83 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work all kind of Soils Depth From 3m to 6m. Item No. 1.14.2 Pg. No. 8 (PWD-Common SR-Volume-1, 2023-24;Earthwork; Item No- 1.14.2; Page No-8)
Basic Rate 117.00
Rate after Deducting 10% contractor profit = A 106.36
Rate after Deducting 10% Overhead charges = B 96.69
After Adding Over head charges ( 20%*B )= C 116.03
Contractor profit (10%*C) = D 11.60
Sub Total=(C+D) 127.63
Final Rate 127.63 Cum
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work all kind of Soils Depth above 6m. Item No. 1.14.3 Pg. No. 8 (PWD-Common SR-Volume-1, 2023-24;Earthwork; Item No- 1.14.3; Page No-8)
Basic Rate 144.00
Rate after Deducting 10% contractor profit = A 130.91
Rate after Deducting 10% Overhead charges = B 119.01
After Adding Over head charges ( 20%*B )= C 142.81
Contractor profit (10%*C) = D 14.28
Sub Total=(C+D) 157.09
Add 3% Area Weightage 4.71
Final Rate 161.80 Cum
4 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Item No. 1.23 Pg. No. 11 (PWD-Common SR-Volume-1, 2023-24;Earthwork; Item No- 1.23; Page No-11)
Basic Rate 2,682.00
Rate after Deducting 10% contractor profit = A 2,438.18
Rate after Deducting 10% Overhead charges = B 2,216.53
After Adding Over head charges ( 20%*B )= C 2,659.84
Contractor profit (10%*C) = D 265.98
Sub Total=(C+D) 2,925.82
Add 3% Area Weightage 87.77
Final Rate 3,013.59 Cum
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m. (PWD SR 2023-24 Volume-1, It-1.14.2 Page-8)
Basic Rate 117.00
Adding Over head charges - 10% 10.64
Area Weightage 5% 6.38
Final Rate 134.02 m3
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 (PWD SR 2023-24 Volume-1, It-1.15.3 Page-9)
Basic Rate 463.00
Adding Over head charges - 10% 42.09
Sub Total 505.09
Add 5% per m3 for every additional 1.50 m depth 23.15
Area Weightage 5% 26.41
Final Rate 554.65 m3
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
3rd qtr Issue Rate wef(8-10-2025) 6,079.00
Adding Over head charges - 10% 552.58
Area Weightage 5% 331.58
Final Rate 6,963.16 m3
6 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile Diameter-1200 mm. (PWD-Common SR-Volume-3, 2023-24) Item no. 11.40 Pg. No. 113 Ref. to MoRTH & Spec 1100 & 1700
3rd qtr Issue Rate wef(8-10-2025) 15,764.00
Area Weightage 5% 788.20
Final Rate 16,552.20 m
7 Dismantling of Reinforced Concrete Pile head complete as per drawing and Technical Specification. (PWD-Common SR-Volume-3, 2023-24) Item no. 11.53 Pg. No. 114.
Basic Rate 1,540.00
Area Weightage 5% 77.00
Final Rate 1,617.00 m3
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.2.6 ; Page No-17)
3rd qtr Issue Rate wef(8-10-2025) 6,619.00
Adding Over head charges - 10% 601.67
Appendix I – Additionalities for Formwork, Centering & Scaffolding - 1. Foundation upto Plinth (b.All other types - 3% 198.57
Area Weightage 5% 370.96
Final Rate 7,790.20 m3
9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.4.5 ; Page No-16)
3rd qtr Issue Rate wef(8-10-2025) 6,959.00
Adding Over head charges - 10% 632.57
Additionalities for Formwork, Centering & Scaffolding-10% 695.90
Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 83.51
Area Weightage 5% 418.55
Final Rate 8,789.53 m3
10 Furnishing and Placing Reinforced/Prestressed cement concrete in Super Structure as per drawing and Technical specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete.PSC Grade M50 , Height 5m to 10m (NH SR - 2022-23, Item No- G (i) (q) Page No-211)
Basic Rate 11,170.00
Adding Over head charges - 12% 1,340.40
Final Rate 12,510.40 m3
11 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (PWD SR VOL-3 2023-24 P-121 , I-13.1)
Basic Rate 234,089.00
Area Weightage 5% 11,704.45
Final Rate 245,793.45 T
12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes 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 (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.5.2 ; Page No-16)
3rd qtr Issue Rate wef(8-10-2025) 6,734.00
After Adding Over head charges 10% 612.12
Formwork -10% Earth Retaining Structures 673.40
Area Weightage 5% 400.98
Final Rate 8,420.50 m3
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2023-24 P-117, I-12.4)
Basic Rate 2,677.00
Area Weightage 5% 133.85
Final Rate 2,810.85 m3
14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2023-24 P-99, I-12.3.A. Granular Material
Basic Rate 1,168.00
Area Weightage 5% 58.40
Final Rates 1,226.40 m3
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 .2.11(b) Foundations of Bridges (PWD-Common SR-Volume-1, 2023-24; Foundation of Bridges; Item No- 2.11.b; Page No-18)
Issue Rate wef (04-04-2026) 87,305.00
Area Weightage 5% 4,365.25
Final Rate 91,670.25 t
16 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. 2.11 (c) Sub structure of Bridges (PWD-Common SR-Volume-1, 2023-24; Sub structure of Bridges; Item No- 2.11.c; Page No-18)
Issue Rate wef (04-04-2026) 87,532.00
Area Weightage 5% 4,376.60
Final Rate 91,908.60 t
17 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.2.11 (d) Super structure of Bridges (PWD-Common SR-Volume-1, 2023-24; Super structure of Bridges ; Item No- 2.11.d; Page No-18)
Issue Rate wef (04-04-2026) 87,758.00
Area Weightage 5% 4,387.90
Final Rate 92,145.90 t
18 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. MORTH Specification No. 2000 & 2200 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 12.10; Page No-118)
Basic Rate 329.00
Area Weightage 5% 16.45
Final Rate 345.45 t 200
19 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. MORTH Specification No. 2600 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.18; Page No-124)
Basic Rate 18,898.00
Area Weightage 5% 944.90
Final Rate 19,842.90 m
20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.8; Page No-121)
3rd qtr Issue Rate wef(8-10-2025) 6,727.00
Area Weightage 5% 336.35
Final Rate 7,063.35 m3
21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500, 1600, 1700 & 2704 (PWD SR VOL-3 2023-24 P-122, I-13.9)
3rd qtr Issue Rate wef(8-10-2025) 11,201.00
Area Weightage 5% 560.05
Final Rate 11,761.05 m3
22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) Ref. to MoRT&H : IRC 2702 A
Basic Rate 13,087.00
Area Weightage 5% 654.35
Final Rate 13,741.35 m3
23 Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means. Clause 502 of MORTH Specification (PWD SR VOL-3 2023-24 P-31, I-5.2,B (i))
Basic Rate 80.00
Area Weightage 5% 4.00
Final Rate 84.00 m2
23 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (CSR 2023-24, Vol-3, Page no-123, Item No-13.13 B)
Basic Rate 4,556.00
Area Weightage 5% 227.80
Final Rate 4,783.80 m
24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (PWD SR VOL-3 2023-24 P-121, I-13.7)
Basic Rate 3,271.00
Area Weightage 5% 163.55
Final Rate 3,434.55 Nos.
25 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. (PWD SR 2023-24 Volume-1, It No-1.9 Page-7)
Basic Rate 266.00
Area Weightage 5% 13.30
Final Rates 279.30 m³
26 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2021-22 P-99, I-13.6.B.) (PWD SR VOL-3 2021-22 P-99, I-13.6.B.
Basic Rate 2,797.00
Add 3% Area Weightage 83.91
27 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. (PWD SR VOL-1 2021-22 P-7, I-1.8)
Basic Rate 402.00
Add 3% Area Weightage 12.06
Final Rates 414.06
26 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (PWD SR VOL-2 2023-24 P-23, I-7.18) (PWD SR VOL-2 2023-24 P-23, I-7.18)
Basic Rate 2,017.00
Rate after Deducting 10% contractor profit = A 1,833.64
Rate after Deducting 10% Overhead charges = B 1,666.95
After Adding Over head charges ( 20%*B )= C 2,000.34
Contractor profit (10%*C) = D 200.03
Sub Total=(C+D) 2,200.37
Final Rate 2,200.37 m3
26 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (PWD SR VOL-3 2023-24 P-51, I-6.8.1) (PWD SR VOL-3 2023-24 P-51, I-6.8.1)
Basic Rate 1,068.00
Adding Over head charges - 10% 97.08
Final Rate 1,165.08 Sqm
26 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. (PWD CSR VOL-3 2023-24 Pg No.-123, Item No. 13.14) MoRT& H Spec. 800
Basic Rate 84.00
Area Weightage 5% 4.20
Final Rate 88.20 m2
27 Initial Vertical Pile Load Test For 1200mm dia. Pile, having pile capacity of 750 t,Reaction load -2344 t CSR 2023-24 Vol -1, Addendum – V/ Item No. 31 Page No.122
Basic Rate 850,000.00
Area Weightage 5% 42,500.00
Final Rate 892,500.00 Cum
28 For 1200mm dia. Pile as per ASTM 4945 Section 08 CSR 2023-24 Vol -1, Addendum – V/ Item No. 36 Page No.123
Basic Rate 100,000.00
Area Weightage 5% 5,000.00
Final Rate 105,000.00 NOS
29 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) (PWD SR 2023-24 Volume-3, It-17 B2 Page-160)
Basic Rate 160.00
Area Weightage 5% 8.00
Final Rate 168.00 Hour
#REF! Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes and all other ancillary operations complete (WRD SR 2023-24 Volume-4, It-WRD - 3.13 Page-49)
Basic Rate 1,387.00
Final Rate 1,387.00 Cum
#REF! Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification CSR 2023-24 Vol -3 Item No. 14.5 Page No.129.
Basic Rate 3,036.00
Final Rate 3,036.00 Cum
#REF! Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder CSR 2023-24 Vol -3 Item No. 14.4A Page No.129.
Basic Rate 1,912.00
Final Rate 1,912.00 Cum
30 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 17.12 Vol-2 Page No 176
Basic Rate 928.00
Area Weightage 5% 46.40
Final Rates 974.40 Sqm
31 Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 13.14 VOL.3 Page No. 123 84.00
Basic Rate 84.00
Area Weightage 5% 4.20
Final Rates 88.20 Sqm
NAME OF WORK:- CONSTRUCTION OF BRIDGE ACROSS YAGACHI RIVER, NEAR BELUR TOWN (CONNECTING BRIDGE TO SRI CHANNAKESHAVA SWAMY TEMPLE ROAD, HOLEBEEDI TO HASSAN MAIN ROAD), HASSAN DISTRICT II), KARNATAKA.
Calculation of Maximum Flood Discharge by Area Velocity Method
By Area Velocity method
Calculation of Cross sectional area of River and Wetted Perimeter
Cross section at 400 m U/S of dam site
Chainage RBL in mtrs. Bed Level in mtr Depth of flow in mtr Average depth flow in mtr width of flow in "m" Area, A in m2 Wetted perimeter, P in mtr = (Difference in depth of flow)2 + (width of flow)2 Hydrualic Mean depth in m Velocity in m/s
Avg Bed level 950.215 339.13 139.74
Cross section 450m Chainage at Proposed Bridge Location
Chainage RBL in mtrs. Bed Level in mtr Depth of flow in mtr Average depth flow in mtr width of flow in "m" Area, A in m2 Wetted perimeter, P in mtr = √ (Difference in depth of flow)2 + (width of flow)2 Hydrualic Mean depth in m Velocity in m/s
Avg bed level 950.067 318.20 159.74
Proposed Bridge Location
Cross section at 500m D/S Side
Chainage H.F.L. in mtrs. Bed Level in mtr Depth of flow in mtr Average depth flow in mtr width of flow in "m" Area, A in m2 Wetted perimeter, P in mtr = √ (Difference in depth of flow)2 + (width of flow)2 Hydrualic Mean depth in m Velocity in m/s
Avg bed level 950.528 379.18 149.48
For Upstream Side
Deepest bed level on 0 mtr U/s. side = 946.676
Deepest bed level on 450 mtr D/s. side = 946.082 0
Bed slope for 450 mtr 0.0013 450
Or Bed slope 0.594
Area of flow, A = 318.20 m2
Total wetted perimeter, P = 159.74 m
Therefore hydraulic mean depth = A = 318.20 m
Therefore by Manning’s formula 450
Normal velocity of flow , v = 1/n x R2/3 x S 1/2 0.005662222222
Hence Discharge, Q = A x v
= 639.59 Cumecs
= 22590.32 Cusecs.
Max discharge from area velocity method = 639.59 Cumecs
Proposed Bridge Location
Deepest bed level on 0 mtr U/s. side = 950.215
Deepest bed level on 900 mtr D/s. side = 950.528 900
Or Bed slope -0.313
Area of flow, A = 318.20 m2
Total wetted perimeter, P = 159.74 m
Therefore hydraulic mean depth = A = 318.20 m
Therefore by Manning’s formula -900
Normal velocity of flow , v = 1/n x R2/3 x S 1/2 -0.002831111111
Hence Discharge, Q = A x v
Max discharge from area velocity method = 0 Cumecs
Deepest bed level on 0 mtr U/s. side = 950.215
Deepest bed level on 900 mtr D/s. side = 950.528 900
Or Bed slope -0.313
Area of flow, A = 379.18 m2
Total wetted perimeter, P = 149.48 m
Therefore hydraulic mean depth = A = 379.18 m
Therefore by Manning’s formula -900
Normal velocity of flow , v = 1/n x R2/3 x S 1/2 -0.002831111111
Hence Discharge, Q = A x v
Max discharge from area velocity method = 0 Cumecs
Number of vents = 3
Depth of flow = 3.00
Number of spans of Main Pier = 5
Number of Main Pier each span = 1
Depth of flow = 0.9
= Q / Area of flow under the bridge
= 0 m/sec < 2.50Mtr./Sec.
(Coarse gravel/Rocky soil = 1.50M/sec – 2.50M/Sec. as per Technical Data Book)
Aflux Calculation
Number of Dummy Piers = 10
Depth/Height = 3.00
Number of main pier = 4
Dummy Pier = 10x0.5x3
Main Pier = 4x0.7x3.9
Toatal area of abstruction, A1 = 25.92 m2
Therefore Obstructed water way = Natural water way – Area of obstructions
A = Natural water way 339.13 m2
A1 = Obstructed water way = 313.21 m2
Aflux, x v2 + 1 A 2 -1
v = Normal velocity of flow = 0 m/sec
A = Natural water way = 339.13 m2
A1 = Obstructed water way = 313.21 m2
Afflux developed in the Nala, x = 0.003m
The value of the afflux developed is 3 mm, Which is within the free board. Hence the original bed width of the Nala is retained under the bridge.
Note:- Since Hard Rock is met at foundation LvL Cutoff walls / aprons are not provided
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi And SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION
CONSTRUCTION OF RETAINING WALL
Sl.No Description Nos Length in m Breadth in m Depth in m Quantity Unit
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 workin all kind of Soils Depth upto 3 M.(PWD-Common SR-Volume-1, 2021-22;Earthwork; Item No- 1.14.1; Page No-8)
a Retaining wall(CH 20m- 60m & CH 310m - 330 m) 2 60 3.6 1.5 648.00
b Retaining wall(CH 60m- 80m & CH 270m - 310 m) 2 60 5.4 1.5 972.00
c Retaining wall(CH 80m- 100m & CH 220m - 270 m) 2 70 6.5 1.5 1365.00
Total 2985.00 Cum
2 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Sl No 20.28 and MORD ref 1501. (PWD-Common SR-Volume-3, 2021-22 Item No- 20.58 Page No 137)
Retaining wall(CH 20m- 60m & CH 310m - 330 m) 2 60.00 3.60 0.15 64.80
Retaining wall(CH 60m- 80m & CH 270m - 310 m) 2 60.00 5.40 0.15 97.20
Total 298.50 Cum
3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD-Common SR-Volume-1, 2021-2022;Item No- 2.4.5 ; Page No-17) Height
Retaining wall(CH 20m- 60m & CH 310m - 330 m) 2 60 3.6 0.5 216.00
Retaining wall(CH 60m- 80m & CH 270m - 310 m) 2 60 5.4 0.7 453.60
Retaining wall(CH 80m- 100m & CH 220m - 270 m) 2 70 6.5 1.1 1001.00
4 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (PWD-Common SR-Volume-1, 2021-22;Earthwork; Item No- 2.5.4; Page No-17)
Height (5M TO 10M ) Cum
5 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2021-22 P-99, I-13.7)
Total 1213.20 Cum 342.00
6 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 (PWD SR VOL-3 2021-22 P-99, I-13.3)
Retaining wall(CH 20m- 60m & CH 310m - 330 m) 40 40.00
Retaining wall(CH 60m- 80m & CH 270m - 310 m) 40 40.00
Retaining wall(CH 80m- 100m & CH 220m - 270 m) 48 48.00
Total 128.00 Rmtr
7 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Section 1600 & 2200 (PWD-Common SR-Volume-3, 2021-22;Road & Bridges; Item No- 13.1; Page No-99) #REF!
8 Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications. MORTH Specification No. 1600 (PWD-Common SR-Volume-3, 2021-22;Road & Bridges; Item No- 14.1; Page No-103)
9 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.
Total Earthwork Excavation 2985.00
Deduction of PCC -298.50
Deduction of Filter media -342.00
Deduction of Concrete Qty of Bottom Raft & height of Pedestal Upto ground Level 1 -1670.60
Total 331.90 Cum
9 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2021-22 P-99, I-13.6.B.)
10 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.
Retaining wall(CH 20m- 60m & CH 310m - 330 m) 1 60 7.11 2.82 1203.01
Retaining wall(CH 20m- 60m & CH 310m - 330 m) -1 60 2.5 1.5 -225.00
Retaining wall(CH 60m- 80m & CH 270m - 310 m) 1 60 6.63 4.65 1849.77
Retaining wall(CH 80m- 100m & CH 220m - 270 m) 1 70 10.91 6.28 4796.04 Cum
Retaining wall(CH 80m- 100m & CH 220m - 270 m) -1 70 3.5 1.5 -367.50
ABSTRACT OF RETAINING WALL
Sl.No Description of work Quantity Rate in Rs Total Unit
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 workin all kind of Soils Depth upto 3 M. Item No. 1.14.1 Pg. No. 8 2985.00 116.83 348,737.55 Cum
2 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Sl No 20.28 and MORD ref 1501. 298.50 6963.16 2,078,503.26 Cum
3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD-Common SR-Volume-1, 2021-2022;Item No- 2.4.5 ; Page No-17) Height 1670.60 #REF! #REF! Cum
4 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD-Common SR-Volume-1, 2021-2022;Item No- 2.5.4 ; Page No-17) 0m to 5m height 1225.80 8789.53 10,774,205.87 Cum
5 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2021-22 P-99, I-13.7) 1213.20 2810.85 3,410,123.22 Cum
6 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 (PWD SR VOL-3 2021-22 P-99, I-13.3) 128.00 91670.25 11,733,792.00 No/mtr
7 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Section 1600 & 2200 (PWD-Common SR-Volume-3, 2021-22;Road & Bridges; Item No- 13.1; Page No-99) 94.54 91908.60 8,689,039.04 t
8 Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications. MORTH Specification No. 1600 (PWD-Common SR-Volume-3, 2021-22;Road & Bridges; Item No- 14.1; Page No-103) 133.29 92145.90 12,282,127.01 t
9 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. 331.90 279.30 92,699.67 Cum
Total Cost #REF!
CONSTRUCTION OF BRIDGE AT BELUR
Sl.No SHAPES PARTICULARS BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm
Net Weight in MT 90.040
Consider 5% lapping and wastage 4.502
Total Weight in MT 94.542
Super Structure
Retaining wall(CH 20m- 60m & CH 310m - 330 m)
Retaining wall(CH 60m- 80m & CH 270m - 310 m)
Retaining wall(CH 80m- 100m & CH 220m - 270 m)
Net Weight in MT 126.940
Consider 5% lapping and wastage 6.347
Total Weight in MT 133.287
NAME OF WORK:- CONSTRUCTION OF BRIDGE ACROSS DONI RIVER BETWEEN HIROOR AND FATTHEPUR VILLAGE CONNECTING SH-124 BHARKED BILGI AND SH-177 VIJAYAPUR UKKALI DINDAWAR SASANUR MUKHIHAL NALATAWADA IN MUDDEBIHAL CONSTITUENCY
FORMATION OF BRIDGE APPROACH ROAD (5.5m - Intermediate Lane with earthen Shoulder) - PT - PSC - I GIRDER BRIDGE
Sl. No. Description of Work Unit No. Length (m) Breadth (m) Depth (m) Quantity Rate in Rs. Amount in Rs. 12360.00
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of thorny jungle (PWD CSR 2023-24, Pg No 9 Item No. 2.5 ii) b. V-3)
Bridge Approaches
Total m2 3,537.92
Deduct 50% for voids -1,768.96
Basic Rate 0.00
Area Weightage 5% 0.00 0.00
2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD CSR 2023-24, Pg No 17 Item No. 3.5 V-3)
BT Surface scarifying - 2 layers Avg Width
Basic Rate 6.00
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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces In all kinds of soils Depth upto 3 m (PWD CSR 2023-24,Item No.1.14.1, Page No.8 V-1)
For Sub-Grade Portion
Bridge Approaches m3 2,330.52
Basic Rate 0.00
Area Weightage 5% 0.00 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.) (PWD CSR 2023-24, Item No.1.8, Page No.7 V-1 )
Embankment - Borrow earth
Basic Rate 474.00
Add 5% Extra as per SR (Vol 1, Pg 7) 23.70
Area Weightage 5% 24.88 0.00
2 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(PWD CSR 2023-24, Pg No 17, Item No.3.6 V-3)
For Carriageway
Earthen Shoulder 248.54
Basic Rate 493.00
Area Weightage 5% 24.65 0.00
3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (PWD CSR 2023-24, Pg No 23, Item No.4.1 A (V) V-3)
GSB - Bridge Approaches
Area Weightage 5% m3 0 0.00 5.50 0.05 0.00
Basic Rate 2,487.00
Area Weightage 5% 124.35 0.00
4 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.(PWD CSR 2023-24, P-26, I-4.17 V-3)
WMM - Bridge Approaches
Basic Rate 2,559.00
Area Weightage 5% 127.95 0.00
5 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. (PWD CSR 2023 - 24, Pg No 31, Item No. 5.1 A(i) V-3)
Bridge Approaches
Basic Rate (Issue Rate W.e.f: 04/04/2026) 63.00
Area Weightage 5% 3.15 0.00
6 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on on Granular surface (PWD CSR 2023-24, Pg No 31, Item No. 5.4 (ii)V-3)
TACK COAT (on granular surface)
Bridge Approaches
Basic Rate (Issue Rate W.e.f: 04/04/2026) 22.00
Area Weightage 5% 1.10 0.00
Basic Rate Sqm 12.00
Deduct Bitumen Rate as per SR 2018-19 -7.62
Add Bitumen Rate as per issue rate 8.09 40.428
Area Weightage @ 6% 0.75
7 Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (PWD CSR 2023-24, Item No. 5.8(B) Page No.32 V-3)
Bridge Approaches
Basic Rate (Issue Rate W.e.f: 04/04/2026) 10,581.00
Area Weightage 5% 529.05 0.00
Total 11,110.05
Basic Rate Cum 7,347.00
Deduct Bitumen Rate as per SR 2018-19 -4,008.55
Add Bitumen Rate as per issue rate 4,071.38
Area Weightage @ 6% 444.59
8 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2023-24, Item No. 5.31, Page No.43 V-3)
Bridge Approaches
Basic Rate (Issue Rate W.e.f: 04/04/2026) 14,785.00
Area Weightage 5% 739.25 0.00
Total 15,524.25
Basic Rate Cum 8,486.00
Deduct Bitumen Rate as per SR 2018-19 -5,487.44
Add Bitumen Rate as per issue rate 5,573.45
Area Weightage @ 6% 514.32
Road Furnitues (Road Markings & Sign Boards)
9 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.(PWD CSR 2023 - 24, Pg No 67, Item No.8.15 V-3)
Bridge Approaches - MCW
Center line marking
TBMs (6Loc x 6Nos x 7m x *0.3width x 3layers) m2 6x6 5.50 0.30 178.20
Basic Rate 530.00
Area Weightage 5% 26.50 0.00
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS mouldedbody and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (PWD CSR 2023-24, Pg No 74, Item No.8.4.3 V-3)
Bridge Approaches - MCW
EDGE LINE No's 2 225.00 450.00
For Center line No's 0 448.00 0.00
For TBMs No's (7x6x6)/2 126.00
Basic Rate 365.00
Area Weightage 5% 18.25 0.00
11 Direction and Place Identification Signs with size more than 0.9 sqm Size Board: Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD CSR 2023-24, Pg No 65, Item No.8.8 V-3)
For Approach Length m2 2 1.20 0.90 2.16
Basic Rate (Issue Rate W.e.f: 08/10/2025) 9,684.00
Area Weightage 5% 484.20 0.00
Total 10,168.20
12 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (iv) 60 cm equilateral triangle(PWD CSR 2023-24, Pg No 64, Item No. 8.6 (A) iv V-3)
For Approach Length No. 7 7.00
Basic Rate (Issue Rate W.e.f: 08/10/2025) 3,591.00
Area Weightage 5% 179.55 0.00
13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm Circular (PWD CSR 2023-24, Pg No 65, Item No. 8.6 (A) viii V-3)
For Approach Length No. 2 2.00
Basic Rate (Issue Rate W.e.f: 08/10/2025) 4,336.00
Area Weightage 5% 216.80 0.00
14 ChevronvBoards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. (PWD CSR 2023-24, Pg No 76, Item No. 8.48 V-3)
Basic Rate (Issue Rate W.e.f: 08/10/2025) 3,573.00
Area Weightage 5% 178.65 0.00
15 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.(PWD CSR 2023-24, Pg No 67, Item No. 8.17 V-3)
Hazard Boards Each 2 2.00
Basic Rate 2,021.00
Area Weightage 5% 101.05 0.00
16 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (PWD CSR 2023-24 P-69, I-8.25 A V-3)
Basic Rate 3,640.00
Area Weightage 5% 182.00 0.00
17 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 specification (PWD CSR 2023-24 P-129, 14.4 (A) V-3)
Pitching on Slopes Height Width
Basic Rate 1912.00
Area Weightage 5% 95.60 0.00
Total Rate 2007.60
18 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (PWD CSR 2023-24 P-129, 14.5, V-3)
Basic Rate 3036.00
Area Weightage 5% 151.80 0.00
Total Rate 3187.80
19 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P-15, Item No. 2.1.4, V-1)
PCC for Template
Basic Rate (Issue Rate wef. 08.10.2025) 6147.00
Area Weightage 5% 307.35 0.00
Total Rate 6454.35
20 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P-15, Item No. 2.2.1, V-1)
PCC for Template
Template Sides Protection
Basic Rate (Issue Rate wef. 08.10.2025) 6184.00
Area Weightage 5% 309.20 0.00
Total Rate 6493.20
23 For Staircase in approach 349,530.11
#REF! KSRRB M300-14. Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation with a lead of 1.00 km and complete as per specifications. MORTH Specification No.301 (PW,P& IWTD SR Belagavi Circle 2018-19, Pg No 144, Item No.19.14)
SH-141 Kangrali Bridge Approaches
Basic Rate Cum 41
Add area weightage of 3% 2.05
Chainage(m) Area of Cutting (Sqm) Area of Filling (Sqm) Volume of Cutting (Cum) Volume of Filling (Cum)
NAME OF WORK:- CONSTRUCTION OF BRIDGE ACROSS YAGACHI RIVER, NEAR BELUR TOWN (CONNECTING BRIDGE TO SRI CHANNAKESHAVA SWAMY TEMPLE ROAD, HOLEBEEDI TO HASSAN MAIN ROAD), HASSAN DISTRICT II), KARNATAKA.
Sl. NO. DESCRIPTIONS Amount, Rs. Percentage Cost Previous Cost Difference in Cost Previous Amount Final
1 2 3 4 5 Pile Foundation
A. Proper Bridge Portion Bridge Proper (Rs) 197,368,959.82
Total (A) 197,368,959.82 206,063,519.09 Bridge length 120.60
2 B. Bridge Approach Width of Bridge 21.00
2 Earth Work and Formation 13,468,898.26 8.67% 12,236,409.07 1,232,489.19 12236409.07 Approach length 689.30
3 Sub-Base And Base Courses 14,485,291.56 9.33% 30,408,893.94 -15,923,602.38 30408893.94 Carriage Way & Shoulder Width 21.00
4 Bituminous Works & CC Pavements 18,442,881.75 11.87% 39,922,743.60 -21,479,861.85 39,922,743.60 Approach Road Area.m) 14,475.30
7 Road Markings & Sign Boards 1,237,335.17 0.80% 1,966,606.07 -729,270.90 1,966,606.07 Total Project Cost 472,181,824.71
8 Loading/Unloading,Cost of Haulage (Road Work) 209,783.28 0.14% 252,347.28 -42,564.00 252,347.28
C. Electrical Work
Add for Road Safety Measures - 0.25% of (A+B+C) 894,653.00 1,069,848.00 -175,195.00
Total Construction Cost (A+B+C+D) 358,755,818.01 429,008,994.94 -70,253,176.93
b Administrative Charges - 5% of (A+B+C+D) 17,937,791.00 21,450,450.00 -3,512,659.00
e Shifting of Utilities 0.5% of total (A+B+C+D) cost 1,793,780.00 2,145,045.00 -351,265.00
f Land Aquesition Cost 417,921.70
g Miscellaneous 28,335.88 -28,335.88
Total Cost of the Project in Crores. 47.22 56.42 -9.20 49.50 2.28
Difference in Cost
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. NO. DESCRIPTIONS Amount in Rs. Percentage Cost
A Proper Bridge Portion
B Bridge Approach Total (B) 92,056,942.26 38.85% 92056942.26
Total Construction Cost 236,983,250.47 100.00% 236983250.47
i GST 18% (A+B) of Construction Cost 42,656,985.08 42656985.08 42656985.08
ii Price Escalation - 3% of (A+B) of Construction Cost 7,109,497.51 7109497.51 7109497.51
iii Tender Premium - 5% of (A+B) of Construction Cost 13,982,011.78 13982011.78 13982011.78
v Quality Control (QC)-1% of (A+B) of Construction Cost 2,369,832.50 2369832.5 2369832.5
vii Solar Street Lighting 1,025,420.00 0.43% 1025420.00% 1025420.00%
viii Land Acquisition Cost & Unforeseen Items 42,300,000.00 42,300,000.00 42324202.66 42324202.66
ix Miscellaneous 24,202.66 24,202.66
Total Cost of the Project in Rs. 350,000,000.00 350,000,000.00
Total Cost of the Project in Crores. 35.00 35
Assistant Executive Engineer Executive Engineer
Sub.Division: Muddebihal Division: Vijayapura
Superintendent Engineer Chief Engineer
PWD Circle: Belagavi C & B (Central)
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Abstract of Wing Wall
Sl. No. Description Qty RATE (Rs.) AMOUNT (Rs.) Unit
1 Earth work excavation for Raft 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. 661.33 107.10 70828.44 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates 48.16 6382.95 307402.87 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) 162.01 6799.88 1101648.56 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 49.66 7192.18 357163.66 m3 139.13
4b Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% 89.47 7270.64 650504.16 m3
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. All other type of structures 26.28 84019.95 2208044.29 Tonne
6 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. 398.81 279.30 111387.63 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 216.92 2810.85 609729.58 m3
Total Cost of Wing Wall - 4 Sides 5416709.19
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Abstract of Wing Wall
Sl.No Description Amount
1 For 3m Height 698,356.80
2 For 4m Height 468,095.12
3 For 5m Height 634,216.27
4 For 6m Height 960,431.21
5 For 7m Height 1,208,028.31
6 For 8m Height 1,440,561.67
Total Cost of Wing Wall 5,409,689.38
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty for 4 sides RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS -3M HEIGHT
1 Earth work excavation for Raft by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 9.45 6,382.95 60,318.88 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 18.85 6,799.88 128,177.74 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 16.75 7,192.18 120,469.02 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 2.68 84,019.95 225,173.47 Tonne 248,646.76
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 117.60 279.30 32,845.68 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 40.92 2,810.85 115,019.98 m3
Total Cost of Wing Wall - 4 Sides 698,356.80 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -3m HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 6.4115
Retaining Wall Excavation 1 7.01 3.30 1.65
Retaining Wall PCC 1 6.56 2.40 0.15
Retaining wall Wall Raft 1 6.41 2.10 0.35
Retaining wall Stem Above Ground Level 1 6.41 0.23 1.50
Retaining wall Stem Below Ground Level 1 6.41 0.28 1.10 Hight = 4
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 7.01 3.30 1.65 152.68 Change Name As Wing Wall
All kinds of Soil Total 152.68 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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.
( PWD Volume-1 Common SR 2023-24 Item No-1.23 Page-11)
Retaining Wall Below Raft (Boulders & Broken Metal) 4 6.71 2.40 0.40 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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 6.56 2.40 0.15 9.45
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Wall Raft 4 6.41 2.10 0.35 18.85
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 6.41 0.23 1.50 8.85
Retaining wall Stem Below Ground Level 4 6.41 0.28 1.10 7.90
Total 16.75 m3 67
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 35.60 #REF!
All other Type of Structures 4 0.67 2.68 18.85 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 152.68
Deduction of PCC -9.45
Deduction of Raft -18.85
Deduction of Retaining Wall -4 6.41 0.23 1.15 -6.78 0.9
Back Filling Total 117.60 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 6.41 0.60 2.66 40.92
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Wall Distribution bar
Net Weight in MT 0.670 673.41
Total Weight in MT 0.670 673.41
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty for 4 Nos RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS-4M HEIGHT
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5) 70.98 107.10 7,601.96 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 4.92 6,382.95 31,404.11 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 11.77 6,799.88 80,034.59 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 13.36 7,192.18 96,087.52 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 2.04 84,019.95 171,400.70 Tonne 176,122.11
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 46.68 279.30 13,037.72 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 24.38 2,810.85 68,528.52 m3
Total Cost of Wing Wall 468,095.12 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -4M HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 2.828
Retaining Wall Excavation 1 2.83 3.80 1.65
Retaining Wall PCC 1 2.83 2.90 0.15
Retaining wall Wall Raft 1 2.83 2.60 0.40
Retaining wall Stem Above Ground Level 1 2.83 0.32 2.50
Retaining wall Stem Below Ground Level 1 2.83 0.38 1.00 Hight = 4
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 2.83 3.80 1.65 70.98
All kinds of Soil Total 70.98 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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.
( PWD Volume-1 Common SR 2023-24 Item No-1.23 Page-11)
Retaining Wall Below Raft (Boulders & Broken Metal) 4 3.13 2.90 0.40 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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 2.83 2.90 0.15 4.92
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Wall Raft 4 2.83 2.60 0.40 11.77
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 2.83 0.32 2.50 9.06
Retaining wall Stem Below Ground Level 4 2.83 0.38 1.00 4.30
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 25.13 #REF!
All other Type of Structures 4 0.51 2.04 11.77 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 70.98
Deduction of PCC -4.92
Deduction of Raft -11.77
Deduction of Retaining Wall -4 2.83 0.32 2.10 -7.61 0.9
Back Filling Total 46.68 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 2.83 0.60 3.59 24.38
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Wall Distribution bar
Net Weight in MT 0.510 502.01
Total Weight in MT 0.510 502.01
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty for 4 Nos RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS-5m HEIGHT
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5) 84.05 107.10 9,001.76 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 6.11 6,382.95 38,999.82 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 16.81 6,799.88 114,305.98 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 19.55 7,192.18 140,607.12 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 2.76 84,019.95 231,895.06 Tonne 254,913.10
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 48.36 279.30 13,506.95 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 30.56 2,810.85 85,899.58 m3
Total Cost of Wing Wall- 634,216.27 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -5M HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 2.83
Retaining Wall Excavation 1 2.83 4.50 1.65
Retaining Wall PCC 1 2.83 3.60 0.15
Retaining wall Wall Raft 1 2.83 3.30 0.45
Retaining wall Stem Above Ground Level 1 2.83 0.37 3.50
Retaining wall Stem Below Ground Level 1 2.83 0.48 0.90 Hight = 5
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 2.83 4.50 1.65 84.05
All kinds of Soil Total 84.05 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 2.83 3.60 0.15 6.11
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Wall Raft 4 2.83 3.30 0.45 16.81
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 2.83 0.37 3.50 14.66
Retaining wall Stem Below Ground Level 4 2.83 0.48 0.90 4.89
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 36.36 #REF!
All other Type of Structures 4 0.69 2.76 16.81 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 84.05
Deduction of PCC -6.11
Deduction of Raft -16.81
Deduction of Retaining Wall -4 2.83 0.37 3.05 -12.77 0.9
Back Filling Total 48.36 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 2.83 0.60 4.50 30.56
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Wall Distribution bar
Net Weight in MT 0.690 690.22
Total Weight in MT 0.690 690.22
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty for 4 Nos RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS-6m HEIGHT
1 Earth work excavation for Raft by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 8.15 6,382.95 52,021.04 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 30.56 6,799.88 207,804.33 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 23.96 7,192.18 172,324.63 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 4.76 84,019.95 399,934.96 Tonne 380,128.96
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 50.97 279.30 14,235.92 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 36.54 2,810.85 102,708.46 m3
Total Cost of Wing Wall 960,431.21 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -6M HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 2.83
Retaining Wall Excavation 1 2.83 5.70 1.65
Retaining Wall PCC 1 2.83 4.80 0.15
Retaining wall Wall Raft 1 2.83 4.50 0.60
Retaining wall Stem Above Ground Level 1 2.83 0.38 4.50
Retaining wall Stem Below Ground Level 1 2.83 0.58 0.70 Hight = 6
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 2.83 5.70 1.65 106.46
All kinds of Soil Total 106.46 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 2.83 4.80 0.15 8.15
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Wall Raft 4 2.83 4.50 0.60 30.56
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 2.83 0.38 4.50 19.36
Retaining wall Stem Below Ground Level 4 2.83 0.58 0.70 4.60
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 54.52 #REF!
All other Type of Structures 4 1.19 4.76 30.56 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 106.46
Deduction of PCC -8.15
Deduction of Raft -30.56
Deduction of Retaining Wall -4 2.83 0.38 3.90 -16.78 0.9
Back Filling Total 50.97 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 2.83 0.60 5.38 36.54
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Wall Distribution bar
Net Weight in MT 1.190 819.64
Total Weight in MT 1.190 819.64
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty for 4 Nos RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS-7m HEIGHT
1 Earth work excavation for Raft by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 9.51 6,382.95 60,701.85 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 39.00 6,799.88 265,195.32 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 31.04 7,192.18 223,245.27 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 6.04 84,019.95 507,480.50 Tonne 488,440.59
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 68.32 279.30 19,081.78 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 42.45 2,810.85 119,320.58 m3
Total Cost of Wing Wall - 1,208,028.31 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -7M HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 2.83
Retaining Wall Excavation 1 2.83 6.50 1.65
Retaining Wall PCC 1 2.83 5.600 0.15
Retaining Raft Portion Portion 1 2.83 5.300 0.65
Retaining wall Stem Above Ground Level 1 2.83 0.425 5.50
Retaining wall Stem Below Ground Level 1 2.83 0.675 0.60 Hight = 7
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 2.83 6.50 1.65 121.41
All kinds of Soil Total 121.41 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 2.83 5.600 0.15 9.51
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Raft 4 2.83 5.30 0.65 39.00
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 2.83 0.425 5.50 26.46
Retaining wall Stem Below Ground Level 4 2.83 0.675 0.60 4.58
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 70.04 #REF!
All other Type of Structures 4 1.51 6.04 39.00 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 121.41
Deduction of PCC -9.51
Deduction of Raft -39.00
Retaining wall Stem Below Ground Level -4.58
Back Filling Total 68.32 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 2.83 0.60 6.25 42.45
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Stem Distribution bar
Net Weight in MT 1.510 877.14
Total Weight in MT 1.510 877.14
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No. Description Qty For 4 Nos RATE (Rs.) AMOUNT (Rs.) Unit
CONSTRUCTION OF WING WALLS-8m HEIGHT
1 Earth work excavation for Raft by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) 10.02 6,382.95 63,957.16 m3
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) 45.02 6,799.88 306,130.60 m3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 34.47 7,192.18 247,914.44 m3
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 8.00 84,019.95 672,159.60 Tonne 554,045.04
6 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.
(PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 66.88 279.30 18,679.58 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 42.07 2,810.85 118,252.46 m3
Total Cost of Wing Wall 1,440,561.67 #REF!
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION WING WALL -8m HEIGHT
Sl. No. Description No Length (m) Breadth (m) Depth (M) Qty Unit 2.46
Retaining Wall Excavation 1 2.61 7.30 1.65
Retaining Wall PCC 1 2.61 6.400 0.15
Retaining Raft Portion Portion 1 2.46 6.100 0.75
Retaining wall Stem Above Ground Level 1 2.46 0.479 6.50
Retaining wall Stem Below Ground Level 1 2.46 0.779 0.50 Hight = 7
1 Earth work excavation for Raft 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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Retaining Wall Excavation 4 2.61 7.30 1.65 125.75
All kinds of Soil Total 125.75 m3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
( PWD Volume-1 Common SR 2023-24 Item No-1.15.2 Page-9)
Consider 30% Soft Rock without Blasting Total 0.00 m3
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates
( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
Retaining Wall PCC 4 2.61 6.400 0.15 10.02
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%)
( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
Retaining wall Raft 4 2.46 6.10 0.75 45.02
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10%
( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Retaining wall Stem Above Ground Level 4 2.46 0.479 6.50 30.64
Retaining wall Stem Below Ground Level 4 2.46 0.779 0.50 3.83
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. All other type of structures
( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) 79.49 #REF!
All other Type of Structures 4 2 8.00 45.02 #REF!
6 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.
(PWD Volume-1 CSR 2021-22 , Item No-1.9, Page No-7)
Avilable excavated Earth 125.75
Deduction of PCC -10.02
Deduction of Raft -45.02
Retaining wall Stem Below Ground Level -3.83
Back Filling Total 66.88 m3
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
(PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Behind Retaining Wall wall 4.0 2.46 0.60 7.125 42.07
Assistant Executive Engineer Executive Engineer
VJNL, UBP Sub Division No.12, VJNL, UBP Division No.05
Chitradurga Chitradurga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
WING WALL - BBS
Stem Distribution bar
Net Weight in MT 2.000 958.31
Total Weight in MT 2.000 958.31
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
COMMON RATE ANALYSIS - WING WALL
Sl. No. Description Item No Rate Unit
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Basic Rate 102.00
Area Weightage 5% 5.10
Total 107.10 m3 7.00
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15)
3rd Qtr Issue Rate wef (8-10-2025) 6079.00 6327.2
Area Weightage 5% 303.95
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15)
3rd Qtr Issue Rate wef (8-10-2025) 6227.00 7893.6
Formwork -4% 249.08
Area Weightage 5% 323.80
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
0 m upto 5 m Height
3rd Qtr Issue Rate wef (8-10-2025) 6227.00
Formwork -10% Earth Retaining Structures 622.70
Area Weightage 5% 342.48
Beyond 5 m upto 10 m Height
3rd Qtr Issue Rate wef (8-10-2025) 6227.00
Formwork -10% Earth Retaining Structures 622.70
Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation 74.72
Area Weightage 5% 346.22
Total 7270.64 m3
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18)
Issue Rate wef (4-4-2026) 80019.00
Area Weightage 5% 4,000.95
Total 84019.95 Tonnes 16
6 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. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7)
Basic Rate 266.00
Area Weightage 5% 13.30
Total 279.30 m3 19
7 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. (PWD Volume-3 CSR 2023-24, Sl No-12.1, Page No-117) MoRT&H 2706 & 2200
Basic Rate 138.00
Total Rate 138.00 m
7 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200
Basic Rate 2677.00
Area Weightage 5% 133.85
Total Rate 2810.85 m3
Name of Work:-Construction of Bridge across Doni river on Basavanbagewadi Masabinal Donur Neginal MDR at KM 9.50 in Basvanbagewadi Taluk of Vijayapur District . (Indent no PWD/2026-27/BG/WORK_INDENT44108)
Sl No Description Item Code Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3
Ist Month IIst Month 3rd Month 4th Month 5thMonth 6th Month Total 7th Month 8th Month 9th Month 10th Month 11th Month 12th Month Total 13th Month 14th Month 15th Month 16th Month 17th Month 18th Month Total Grand Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
For Approach Road
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.) (PWD CSR 2023-24, Item No.1.8, Page No.7 V-1 ) PWD CSR 2023-24, Item No.1.8, Page No.7 V-1 m3 48239.5 522.58
2 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(PWD CSR 2023-24, Pg No 17, Item No.3.6 V-3) PWD CSR 2023-24, Pg No 17, Item No.3.6 V-3 m3 10562.85 517.65
3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (PWD CSR 2023-24, Pg No 23, Item No.4.1 A (V) V-3) PWD CSR 2023-24, Pg No 23, Item No.4.1 A (V) V-3 m3 2881.14 2611.35
4 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.(PWD CSR 2023-24, P-26, I-4.17 V-3) PWD CSR 2023-24, P-26, I-4.17 V-3 m3 2489.93 2686.95
5 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/m2 using mechanical means. (PWD CSR 2023 - 24, Pg No 31, Item No. 5.1 A(i) V-3) PWD CSR 2023 - 24, Pg No 31, Item No. 5.1 A(i) V-3 m2 9959.77 66.15
6 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on on Granular surface (PWD CSR 2023-24, Pg No 31, Item No. 5.4 (ii)V-3) PWD CSR 2023-24, Pg No 31, Item No. 5.4 (ii)V-3 m2 9959.77 23.1
7 Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (PWD CSR 2023-24, Item No. 5.8(B) Page No.32 V-3) PWD CSR 2023-24, Item No. 5.8(B) Page No.32 V-3 m3 497.98 11110.05
8 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD CSR 2023-24, Item No. 5.31, Page No.43 V-3) PWD CSR 2023-24, Item No. 5.31, Page No.43 V-3 m3 248.99 15524.25
9 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.(PWD CSR 2023 - 24, Pg No 67, Item No.8.15 V-3) PWD CSR 2023 - 24, Pg No 67, Item No.8.15 V-3 m2 783.63 556.5
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS mouldedbody and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (PWD CSR 2023-24, Pg No 74, Item No.8.4.3 V-3) PWD CSR 2023-24, Pg No 74, Item No.8.4.3 V-3 No's 576 383.25
11 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD CSR 2023-24, Pg No 65, Item No.8.8 V-3) PWD CSR 2023-24, Pg No 65, Item No.8.8 V-3 m2 2.16 10168.2
12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (iv) 60 cm equilateral triangle(PWD CSR 2023-24, Pg No 64, Item No. 8.6 (A) iv V-3) PWD CSR 2023-24, Pg No 65, Item No.8.8 V-3 No. 7 3770.55
13 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm Circular (PWD CSR 2023-24, Pg No 65, Item No. 8.6 (A) viii V-3) PWD CSR 2023-24, Pg No 65, Item No. 8.6 (A) viii V-3 No. 2 4552.8
14 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. (PWD CSR 2023-24, Pg No 76, Item No. 8.48 V-3) PWD CSR 2023-24, Pg No 76, Item No. 8.48 V-3 No. 1 3751.65
15 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.(PWD CSR 2023-24, Pg No 67, Item No. 8.17 V-3) PWD CSR 2023-24, Pg No 76, Item No. 8.48 V-3 Each 2 2122.05
16 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (PWD CSR 2023-24 P-69, I-8.25 A V-3)) PWD CSR 2023-24 P-69, I-8.25 A V-3 m 2342.92 3822
17 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 specification (PWD CSR 2023-24 P-129, 14.4 (A) V-3) PWD CSR 2023-24 P-129, 14.4 (A) V-3 m3 6756.58 2007.6
18 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (PWD CSR 2023-24 P-129, 14.5, V-3) PWD CSR 2023-24 P-129, 14.5, V-3 m3 3378.29 3187.8
19 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P-15, Item No. 2.1.4, V-1) PWD CSR 2023-24 P-15, Item No. 2.1.4, V-1 m3 104.61 6454.35
20 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P-15, Item No. 2.2.1, V-1) PWD CSR 2023-24 P-15, Item No. 2.2.1, V-1 m3 283.95 6493.2
21 Granite stone slab 100 mm and 150 mm thick (un-dressed) (PWD Volume-2 CSR 2023-24 , Sl No-411, Page No - A-24) m2 70.9 450
22 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 CSR 2023-24 , 3rd Qtr. Rate wef 08.10.2025- Item No-2.1.3, Page No - 58) m3 46.49 6778.75
23 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-2 CSR 2023-24 , Item No-8.20, Page No - 44) m2 16.64 149.1
For Major Bridge
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness. By Mechanical Means using Dozer In area of thorny jungle (PWD SR 2023-24 Volume-3, Sl No-2.5 (ii) B, Page No-9) 100sqm 19 508.2
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. (PWD SR 2023-24 Volume-1, It-1.14.1 Page-8) m3 2582.38 116.83
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m. (PWD SR 2023-24 Volume-1, It-1.14.2 Page-8) m3 1729.49 134.02
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 (PWD SR 2023-24 Volume-1, It-1.15.3 Page-9) m3 228.88 556.86
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) m3 103.94 6963.16
6 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile Diameter-1200 mm. (PWD-Common SR-Volume-3, 2023-24) Item no. 11.40 Pg. No. 113 Ref. to MoRTH & Spec 1100 & 1700 M 876 16552.2
7 Dismantling of Reinforced Concrete Pile head complete as per drawing and Technical Specification. (PWD-Common SR-Volume-3, 2023-24) Item no. 11.53 Pg. No. 114. m3 148.52 1617
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.2.6 ; Page No-17) m3 1149.45 7790.2
9 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.4.5 ; Page No-16) m3 527.94 8789.53
10 Furnishing and Placing Reinforced/Prestressed cement concrete in Super Structure as per drawing and Technical specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking, launching, finishing the exposed faces, etc., complete.PSC Grade M50 , Height 5m to 10m (NH SR - 2022-23, Item No- G (i) (q) Page No-211) m3 1290.37 12510.4
11 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (PWD SR VOL-3 2023-24 P-121 , I-13.1) 0 75.04 245793.45
12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes 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 (PWD-Common SR-Volume-1, 2023-2024;Item No- 2.5.2 ; Page No-16) m3 48.18 8420.5
13 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2023-24 P-117, I-12.4) m3 92.42 2810.85
14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification MORTH specification No.710.1.4 of IRC:78 & 2200 (PWD SR VOL-3 2023-24 P-99, I-12.3.A. Granular Material m3 1319.02 1226.4
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 .2.11(b) Foundations of Bridges (PWD-Common SR-Volume-1, 2023-24; Foundation of Bridges; Item No- 2.11.b; Page No-18) Tonne 197 91670.25
16 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. 2.11 (c) Sub structure of Bridges (PWD-Common SR-Volume-1, 2023-24; Sub structure of Bridges; Item No- 2.11.c; Page No-18) Tonne 97 91908.6
17 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.2.11 (d) Super structure of Bridges (PWD-Common SR-Volume-1, 2023-24; Super structure of Bridges ; Item No- 2.11.d; Page No-18) Tonne 198.63 92145.9
18 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. MORTH Specification No. 2000 & 2200 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 12.10; Page No-118) Tonne 6071.8 345.45
19 Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. MORTH Specification No. 2600 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.18; Page No-124) m 84.8 19842.9
20 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD-Common SR-Volume-3, 2023-24;Road & Bridges; Item No- 13.8; Page No-121) m3 19.08 7063.35
21 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500, 1600, 1700 & 2704 (PWD SR VOL-3 2023-24 P-122, I-13.9) m3 38.16 11761.05
22 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD SR VOL-3 2023-24 P-122, I-13.9) m3 216.73 13741.35
23 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) MoRTH Spec. 811 (CSR 2023-24, Vol-3, Page no-123, Item No-13.13 B) m 471.8 4783.8
24 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (PWD SR VOL-3 2023-24 P-121, I-13.7) Nos 98 3434.55
25 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. (PWD SR 2023-24 Volume-1, It No-1.9 Page-7) m3 3287.36 279.3
26 Initial Vertical Pile Load Test For 1200mm dia. Pile, having pile capacity of 750 t,Reaction load -2344 t CSR 2023-24 Vol -1, Addendum – V/ Item No. 31 Page No.122 Nos 1 850000
27 For 1200mm dia. Pile as per ASTM 4945 Section 08 CSR 2023-24 Vol -1, Addendum – V/ Item No. 36 Page No.123 Nos 1 100000
28 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) (PWD SR 2023-24 Volume-3, It-17 B2 Page-160) Hour 60 168 30 30
29 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. 17.12 Vol-2 Page No 176 m3 471.8 974.4
30 Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 13.14 VOL.3 Page No. 123 m3 9398.74 88.2
Wing Walls For Major Bridge
1 Earth work excavation for Raft 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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5) m3 661.33 107.1
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 1:2:4 (M15) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.5 Page-15) m3 48.16 6382.95
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 Item No-2.2.3 Page-15) m3 162.01 6799.88
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 49.66 7192.18
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 89.47 7270.64
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 26.28 84019.95
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 398.81 279.3
8 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 216.92 2810.85
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5) m3 802.31 116.83
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 62.05 6778.75
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130) m3 47.08 6474.3
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20% (PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 393.53 7786.52
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16) m3 97.33 9127.57
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18) Tonne 33.88 91908.6
7 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 ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18) Tonne 5.69 92145.9
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2 m3 206.34 2151.45
Retaining Walls for Balancers
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-8) m3 964.69 107.1
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 62.96 6213.9
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications..- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , (Foundation upto Plinth,b) All other types -3%) ( PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) m3 202.1 6799.88
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Additionalites For Form Work, Centering & Scaffolding- Earth retaining Structure -10% ( PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 91.93 7192.18
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. All other type of structures ( PWD Volume-1 Common SR 2023-24 Item No- 2.11h. Page No-18) Tonnes 26.1 84019.95
6 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD Volume-3 CSR 2023-24, Sl No-12.4 , Page No-117) MoRT&H 710.1.4. of IRC:78 and 2200 m3 277.97 2810.85
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) m3 617.3 279.3
Month wise Amount Miles Amount Penalty
1 Month 1 Miles (1 ,2,3,4,5 & 6 Month) Executive Engineer Executive Engineer
2 Month PWD Division Viajayapur PWD Division Viajayapur
7 Month 2 Miles (7,8,9,10,11,& 12 Month)
13 Month 3 Miles (13,14,15,16,17,& 18 Month)
1 Tipper Trucks–10 No’s – (5 - Own & 5 –Hire/lease)
2 Water Tanker- 4 No’s (2 –Own & 2 –Hire/.Lease)
3 Concrete batching and mixing plant minimum 30 cm/hour- 1 No’s (1- Own)
4 Transit Mixer- 4 No’s (2 -Own & 2 – Hire/Lease)
5 needle Vibrator- 10 No’s (5 –Own & 5 – Hire/Lease)
6 Front End Loader- 4 No’s (2- Own & 2- Hire/Lease)
7 Concrete Pump - 1 No’s (1 – Own)
8 Excavator Like JCB / Hitachi etc - 2 No's (1- Own & 1- Hire/Lease)
9 Centering (Steel)– 500 Sqm- 50% Own & 50% Hire/Lease
10 Pile driving equipment with necessary accessories 2No. (2 - Own/Hire/Lease)
Name of Work:-Construction of Bridge Across Bhima River Near Kadani Village in Sindagi Constituency of Almel Taluk Vijayapura District. (Indent no PWD/2026-27/BG/WORK_INDENT37726
Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3
Mar apr may june july aug Total sep aoc nov dec jan feb Total mar apr may june july aug Total
Ist Month IIst Month 3rd Month 4th Month 5thMonth 6th Month Total 7th Month 8th Month 9th Month 10th Month 11th Month 12th Month Total 13th Month 14th Month 15th Month 16th Month 17th Month 18th Month Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 100 sqm 4320 412.65 850 1100 1200 1170
2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades,evels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 3600 26.25 550 800 850 700 700
3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ( Vol-I - Page No - 7 - Item 1.7) cum 5953.5 124.95 2410 2580 963.5
4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ( Vol-III - Page No - 17 - Item 3.6) cum 2742.19 517.65 850 560 1332.19
5 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material. Vol-III - Page No - 23- Item 4.1 a (V) cum 3123.88 2611.35 300 850 1100 873.88
6 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. ( Vol-III - Page No - 26- Item 4.17) cum 2475 2686.95 840 950 450 235
7 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. Vol-III - Page No - 31- Item 5.1 A Sqm 9900 43.05 1600 2500 2200 3600
8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface Vol-III - Page No - 31- Item 5.4 ii Sqm 9900 14.7 1600 2500 2200 3600
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Vol-III - Page No - 33- Item 5.8 ii c cum 495 8044.05 80 125 110 180
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Vol-III - Page No - 43- Item 5.31 cum 247.5 10659.6 100 147.5
11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Vol-III - Page No - 67- Item 8.16 ii each 3 3073.35 1 2
12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) 200 m stone (precast) Vol-III - Page No - 67- Item 8.16 iii each 9 884.1 6 3
13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Vol-III - Page No - 65- Item 8.7 Sqm 1.8 9460.5 1.8
14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle Vol-III - Page No - 64- Item 8.5 iv each 10 3754.8 5 5
15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 Vol-III - Page No - 67- Item 8.15 Sqm 360 556.5 220 140
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. - Vol-III - Page No - 69- Item 8.25/I m 1000 3822 500 500
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Vol-III - Page No - 74- Item 8.43 m 346 383.25 200 146
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 136.584 107.1 85 51.58
2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates cum 25.464 6288.45 8 17.46
3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I - Page No - 16 - Item 2.4.2 cum 234.9855 6639.15 125 109.99
4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. 5 %. Vol-I - Page No - 16 - Item iii Sl no 03 cum 234.9855 331.96 125 109.99
5 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement oncrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.1000 mm dia. Vol-III - Page No - 146- Item 16.15 B m 20 8355.9 20
6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. 1000 mm dia. Vol-III - Page No - 146- Item 16.16 B m 30 16807.35 30
7 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure /Superstructure complete as per drawing and Technical Specifications. Vol-I - Page No - 18 - Item No. 2.11 h Tonne 3.1083 82961.55 1.2 1.91
8 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Vol-I - Page No - 7 - Item No. 1.8 cum 629.9249 497.7 629.92
For Major Bridge Across Nala
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 appurtenances required to complete the work. Cum 13422.3 123.17 6500 4410 2512.3
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications including setting out, shoring, strutting, barricading, caution lights including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work Cum 610.041 144.64 300 310.04
3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. a. Granular material ( Vol-III - Page No - 117 - Item 12.3A) cum 1627.032 1226.4 1000 627.03
4 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary. ( Vol-III - Page No - 160 - Item 4 (Chap -17)) Hour 1045 230 250 350 445
5 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to reduired slope and compacting to meet the re9uirement complete as per specifications, including cost of labour,roIIing,water,all materials, usage & all other appurtenances re9uiredto complete the work. (If the height of embankment construction is more than 1.50 m add 5% per m’ for every 1.50 m height or part there off per m’ for every 1.50 m height or part there off) (Deduct 5% per m³ if rollers are not used and tamping is done manually) (Add 8% per m³ for works under foul & sullage situation) Vol-I - Page No - 7 - Item 1.8
6 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-I - Page No - 7 - Item 1.7) cum 9265.4438 136.85 4500 4765.44
7 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Percentage Additionalities for Formwork, Centering & Scaffolding - Add 8% for Piers and Abutments.) VoLl-PageNo-15- Item 2.1.6 and Page No 111 Item 8 Cum 137.781 7897.4 80 57.78
8 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse Aggregates (Percentage Additionalities for Formwork, Centering & Scaffolding - Add 10% for Piers and Abutments. ) Vol-PageNo- 15- Item 2.2.6 and Page No 111 Item 10 Cum 2177.576 8531.16 1250 927.58
9 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Vol-III - Page No - 112 — Item 11.37 Tonne 133.0473 131695.2 85 48.05
10 Driven cast-in place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification - Pile diameter - 1200 mm. Vol-III - Page No - 113 - Item 11.44 M 736.9 17342.85 415 321.9
11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation. Vol-I - Page No - 16 - Item 2.4.5 and Vol-I - Page No - 17 Item 2.6.2 Cum 2490.8505 9124.19 850 1400 240.85
12 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. F (i) (q). RCC /PSC Grade M45 - Using batching plant, transit mixer and concrete pump - For solid slab/voided slab super-structure-Height 5m to 10m NH Bangalore 2022-23 — Page No — 210 — Item No.14.01 f (i) (q) Cum 3602.7608 9778.65 450 2000 1152.76
13 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Vol-III - Page No - 121 - Item 13.7 No’s 96 3434.55 30 30 36
14 Providing and laying Stone Matrix Asphalt (SMA) using crushed aggregates of specified trading, premixed with Modified Bituminous Binder containing Stabiliser additive (Pellitized Cellous fiber at 0.3% on 1oose fibre basis) on the weight of total mix in the batch and filler( Hydrated lime dust @ 2% of weight of aggregates, transporting the Hot mix to work site, la ying with a paver finisher to the required grade, leve and alignment, rolling with smooth wheeJed, vibratory and tandem rollers to achieve the desired compaction as per clause 515 of MORTH V revision using 120 TPH capaôty w1th Sensor paver. Vol-III- Page -45- Item 5.37.a Cum 239.46 13635.55 239.46
15 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 specification A. Stone/Boulder - Vol-III- Page -129- Item 14.4 Cum 1149.6 2007.6 800 349.6
16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. - Vol-III- Page -129- Item 14.5 Cum 1269.27 3187.8 850 419.27
17 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced eJastomer confined within a metal Zylinder, sealing rings dust seals, PTFE surface sliding against stainless steel mating surface, complete assemb1y to be of cast steel/fabricated structure steel, metal and e1astomer elements to be as per IRC: 83 part-lU & I respectively and. other parts conforming to BS: 540ß, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Vol-III- Page -118- Item 12.10 Tonne Bearing Capacity 28800 345.45 12500 16300
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 - Vol-I- Page -18- Item 2.11.c Tonne 705.622 99397.95 320 385.62
19 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 - Vol-I- Page -18- Item 2.11.d Tonne 476.97 99656.7 250 226.97
20 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications - Vol-III- Page -121- Item 13.1 Tonne 95.5194 245927.85 40 55.52
21 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. - Vol-III- Page -124- Item 13.19 M 187.85 15005.55 100 87.85
22 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with ash lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - Vol-III- Page -17- Item 3.6 Cum 175.38 566.95 100 75.38
23 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. - Vol-III- Page -26- Item 4.17 Cum 249.75 2942.85 150 99.75
24 Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) - Vol-III- Page -51- Item 6.6 Cum 333 7790.1 200 133
25 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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 - Vol-III- Page -67- Item 8.15 sqm 44.4 609.5 44.4
26 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.- Vol-III- Page -74- Item 8.43 No’s 60 419.75 60
27 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing - Vol-III- Page -65- Item 8.7 sqm 8 10361.5 8
28 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle - Vol-III- Page -64- Item 8.5(iv) Each 8 4112.4 8
29 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign! as per IRC:67:3012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2012 90 mm x 75 mm rectangular - Vol-III- Page -53 & 64- Item 8.5 (ix) Each 4 7503.75 4
30 Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of’4mm with area not exceeding 0.9m2fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing - Vol-III- Page -65- Item 8.7 sqm 4 10361.5 4
31 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) - Vol-III- Page -122- Item 13.9 cum 23.21 12426.75 23.21
32 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. No. 2703,1500,1600 & 1700 - Vol-III- Page -121- Item 13.4 M 996.4 2445.45 500 496.4
33 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at ocations directed by the Engineer,all as specified. (Area = 0.243 m2/m, single face) - Vol-III- Page -68- Item 8.23.i M 444 2845.1 200 244
34 Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. No’s 17 321035.4 17
35 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Initial and routine load test
a Routine load tests 80T (1.5times) MT 160 551.25 100 60
b Initial load test 80T(2.5times) MT 160 551.25 100 60
36 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Lateral load test Lateral load test MT 160 6615 100 60
37 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications. Well. - Vol-III- Page -117-Item 12.2 M 777.9 250.95 400 377.9
Month wise Amount Miles Amount Penalty Amount Penalty
1 Month 1 Miles (1 ,2,3,4,5 & 6 Month) Executive Engineer Executive Engineer
2 Month PWD Division Viajayapur PWD Division Viajayapur
7 Month 2 Miles (7,8,9,10,11,& 12 Month)
13 Month 3 Miles (13,14,15,16,17,& 18 Month)
Solar Street Lighting
Sl. No. Description Unit No. Length (m) Width (m) Depth (m) Quantity Rate Amount
1 Supply of 7 Mtr LED Streetlight luminaire with 2.5 Mtrs Single Arm Bracket and 70 Watts LED Light and fully integrated street light know as all in one light. All components together in one device such as Solar Panel, Battery, and Lights. It is a completely built-up light where all components are inbuilt except for the pole. Semi-Integrated: A Semi-integrated Light comes fitted with the Panel and battery light integrated. However, the Pole needs to be fitted.Split Solar Street Light: In a Split Solar Light, all components are separate and need assembly. Lead Acid batteries are used in these types of lights. Features - In the morning it switches off automatically. This feature is called the dusk to dawn feature Solar Panel - It is used to charge batteries during the day from the sunlight. Battery - The type of battery used in solar street light is Either Lithium Ion Or Lithium Phosphate. These are maintenance-free batteries with a life of up to 10 years.Lights - It is a structure in which All components of solar street light is fixed with the height of the pole depends upon user requirements. Frame Material - Mild Steel, Thickness 2-3.6 mm, Material - Steel, Power - Solar DC 12V, Coating HDGI/Powder Coated - Make Axis Pole. (Market Rate)
At 25m interval on Both Side Each 2 236.00 Spacing 25.0m 20.00
Basic Rate 39,500.00
Erection @ 10% on Basic Rate 3950.00
ABSTRACT OF COST ESTIMATES FOR PROPOSED BRIDGE
CONSTRUCTION OF APPROACH ROAD TO NARIHALLA PARK AT NARIHALLA DAM IN SANDUR TALUK
Sl. NO. DESCRIPTION Amount, Rs. Percentage Cost
A. Proper Bridge Portion
1 BRIDGE PROPER #REF! 100% #REF! L B AREA COST/m2
RETAINING WALL #REF!
Total (A) #REF! BRIDGE Proper 280.24 12 3,362.88 #REF!
B. Bridge Approach Approach 270 12 3,240.00 2941.00
1 Site Clearance 70,392.00 0.74%
2 Earth Work 728,087.00 7.64%
3 Sub-Base And Base Courses 2,233,096.00 23.44%
4 Bituminous Works 685,221.00 7.19% #REF!
5 Road Markings & Sign Boards 329,549.00 3.46%
6 Protection Work (Filter Media & Revetment) 5,481,207.00 57.53%
Total (A+B) #REF! #REF!
Add for Road Safety Measures - 0.25% of (A+B) #REF!
Add for Maintenance Charges for 3 years - 1.75% of (A+B) #REF!
Total (C) #REF!
Total Construction Cost (A+B+C) #REF!
1 GST 18% (A+B+C) #REF!
2 Administrative Charges - 5% of (A+B+C) #REF!
3 PMC charges - 3% of (A+B+C) #REF!
4 Price Escalation - 5% of (A+B+C) #REF!
5 Shifting of Utilities 0.5% of total (A+B+C) cost #REF!
6 Land Acquisition Cost 1,000,000.00
Total Cost of the Project in Rs. #REF! 1,434.00
Total Cost of the Project in Crores. #REF! #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head work Sub. Division, KNNL, No-1 T R Division
Munirabad Munirabad
Superintending Engineer Chief Engineer
KNNL, Tunga bhadra Project Circle, KNNL, Irrigation Central Zone
Munirabad Munirabad
Preparation of Detailed Project Reports (DPR) of Package No.1 a) Improvements to Sasalu - Chitradurga SH-48 via B. Durga Bheemasamudra, Hirekandavadi, Malappanahatti road in Chitradurga taluk b) Improvements to Sirigere to Bommenahalli via Kadleguddu in C
ABSTRACT FOR BOX CULVERT
Sl. NO. DESCRIPTION Amount, Rs. Amount, Rs.(Previous Cost)
A. Proper Bridge Portion
1 Bridge Proper #REF! 12,605,239.84 21,175,379.00
2 Retaining Wall Bridge Portion 1,079,096.45 #REF! 9,677,767.99
3 Pipe Culvert 1,218,752.15
Total (A) #REF! 32,071,899.14
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi And SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT FOR BALANCER
Sl. No. DESCRIPTION Amount, Rs.
1 Balancers 8,853,884.70
2 Retaining Walls 5,676,642.86
B. Bridge Approach 6,000,000.00
Total Construction Cost (A+B) 20,530,527.56
2 Tender Premium - 5% of Total (A+B+Including 18% GST Cost) 1,211,302.00
3 DPR Charges -1.5% of total (A+B) Cost 307,958.00
4 GST for DPR 18% 55,433.00
5 Shifting of Utilities (8 No of Electric Pole) 160,000.00
Total Cost of the Project in Rs. 25,960,715.56
Total Cost of the Project in Crores. 2.60
Assistant Engineer Assistant Executive Engineer
Sub. Division: Chitradurga Sub. Division: Chitradurga
Executive Engineer Superintendent Engineer
Division: Chitradurga Circle:Shivamogga
C & B (Central) Shivamogga
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
ABSTRACT OF BALANCER
Sl.No. Description of work Item No. Unit Quantity for 3 nos Rate in Rs Total QTY
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. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5) m3 802.31 116.83 93,733.88 284.86 266.01 251.44 802.31
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) m3 62.05 6778.75 420,621.44 22.38 20.83 18.84 62.05
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130) m3 47.08 6474.30 304,810.04 14.08 16.50 16.50 47.08
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20% (PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) m3 393.53 7786.52 3,064,229.22 147.67 132.57 113.29 393.53
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16) m3 97.33 9127.57 888,386.39 36.87 32.82 27.64 97.33
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18) Tonne 33.88 91908.60 3,113,863.37 12.08 11.34 10.46 33.88
7 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 ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18) Tonne 5.69 92145.90 524,310.17 2.16 1.92 1.61 5.69
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2 m3 206.34 2151.45 443,930.19 68.78 68.78 68.78 206.34
Total Cost of Box Culvert 8,853,884.70
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION
CONSTRUCTION BOX CULVERT -(Balancer -1)
Sl.No. Description Unit Nos Length in m Breadth in m Depth in m Quantity Rate Amount
Floor Apron U/S 1 6.70 3.70 0.3
Floor Apron D/S 1 6.70 3.70 0.3
Flexible Apron U/S 1 13.10 3.50 0.75
Flexible Apron D/S 1 13.10 3.5 0.75
RC Upstand Wall 2 3.80 0.25 0.65
Curtain wall upstream Side 1 11 0.2 1.10
Curtain wall Downstream Side 1 11 0.2 1.10
Curtain wall Raft Upstream Side 1 11 1.4 0.3
Curtain wall Raft Downstream Side 1 11 1.4 0.3
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Box Culvert Portion end to end 1 26.54 6.60 0.60 105.10 Show the dimensions for Cutoff length walls and average considered
U/s side curtain wall 1 11.00 2.60 1.55 44.33
D/s side curtain wall 1 11.00 2.60 1.55 44.33
For Floor Apron - u/s 1 6.70 3.70 0.45 11.16
For Floor Apron - d/s 1 6.70 3.70 0.45 11.16
For Flexible Apron - u/s 1 13.10 3.50 0.75 34.39 Check Flexible Apron Length
For Flexible Apron - d/s 1 13.10 3.50 0.75 34.39
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Soling should take
(PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Box Culvert Raft area 1 25.340 5.40 0.10 13.68
U/s side curtain wall 1 11.00 1.70 0.10 1.87
D/s side curtain wall 1 11.00 1.70 0.10 1.87
U/S Floor Apron 1 6.7 3.70 0.10 2.48
D/S Floor Apron 1 6.7 3.70 0.10 2.48
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15
(PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130)
Raft Portion - Curtain Wall
Curtain wall Raft Upstream Side 1 11.00 1.40 0.30 4.62
Curtain wall Raft Downstream Side 1 11.00 1.40 0.30 4.62
Wall Portion - Curtain Wall
Curtain wall upstream Side 1 11.00 0.20 1.10 2.42
Curtain wall Downstream Side 1 11.00 0.20 1.10 2.42
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20%
(PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Box Culvert Raft area
Raft/Bottom slab 1 25.34 5.40 0.45 61.58
Raft key wall Rectangular portion 2 25.34 0.30 0.25 3.80
Raft key wall Triangular portion 2 25.34 0.04 2.03
Floor Apron U/S 1 6.70 3.70 0.30 7.44
Floor Apron D/S 1 6.70 3.70 0.30 7.44
Box Culvert -Portion
Hunch Portion 4 25.34 0.045 4.56
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16)
RC Upstand Wall m3 2 3.80 0.25 0.65 1.24
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
7 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
( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
(PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2
Flexible Apron U/S m3 1 13.10 3.50 0.75 34.39
Flexible Apron D/S m3 1 13.10 3.50 0.75 34.39
Total Cost of Box Culvert 3,219,783.44
Boundary pillar / Guard Stone
#REF! Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
(PWD Volume-3 CSR 2023-24, Sl No-8.18, Page No-67)
#REF! Total 0.00
#REF! De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.
( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Nala training work
Desilting of river bed U/s portion 1 65.00 50.00 1.20 3900.00
Desilting of river bed d/s portion 1 65.00 50.00 1.20 3900.00
#REF! Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts.
(MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Below Approach Slab 2 #REF! #REF! 2.00 #REF!
Construction of Bridge (Near Kurubarahalli) at Chainage 12.30 Km. of Major District Road Connecting NH-4 to Hulluru Road Via Gourammanahalli, Chikkalaghatta, Siddavvanahalli, Hunasekatte, Hireguntanuru of Chitradurga Taluk
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
1 Raft Reinforcement
At wall junction
At Hunch Portion center wall Top 0.00
At Hunch Portion center wall Bottom
Top End wall Haunch bar
Bottom End wall Haunch bar
4 Cut off wall perpendicualr to Bridge 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 Curtain Wall Raft
Bottom Distribution bar
Top Distribution bar
Skin reinforcement 5kg/m2 Kg/m2
Net Weight in MT 12.080
Consider 10% lapping and wastage
Total Weight in MT 12.080
Sl. No SHAPES PARTICULARS Bar Mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
At wall junction
Net Weight in MT 2.160
Total Weight in MT 2.160
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl.No Description Unit Item No. SR Page No Volume No Item No Basic Rate Rate after Deducting 10% contractor profit = A Rate after Deducting 10% Overhead charges = B Adding Over head charges -10% Area Weightage Certificate 5% Form work Sub Total Total
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. m³ ( PWD SR 2023-24 Volume-1, It-1.14.1 Page-8) 8 V -I 1.14.1 102.00 0.00 0.00 9.27 5.56 116.83 116.83
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) Rate wef 8.10.2025 15 V -I 2.1.3 5918.00 0.00 0.00 537.95 322.80 6778.75 6778.75
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 m³ (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130) 16 V -III 14.8 b) 6166.00 0.00 308.30 6474.30 6474.30
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -10% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 16 V -I 2.4.3 6227.00 0.00 0.00 566.03 370.79 622.700 7786.52 7786.52
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 1. Solid Slab Super Structure - 20% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16) 16 V -I 2.5.2 6734.00 0.00 0.00 612.12 434.65 1346.800 9127.57 9127.57
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18) 18 V-1 2.11c 87532.00 0.00 0.00 4376.60 91908.60 91908.60
7 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 Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18) 18 V-1 2.11d 87758.00 4387.90 92145.90 92145.90
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. m (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2 130 V-3 14.9 2049.00 102.45 2151.45 2151.45
#REF! Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 3.6; Page No-15) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 4.2(v); Page No-19) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! 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. (PWD vol 3 SR 2021-22, Pg No 24, Item No. 4.27) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.1) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate Sqm 0.00
#REF! Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (PWD vol 3 SR 2021-22, Pg No 33, Item No. 5.12A) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate cum 0.00
#REF! Tack coat on Bituminous surface -Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.3 (i) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate Sqm 0.00
#REF! Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (PWD vol 3 SR 2021-22, Pg No 35, Item No. 5.16 (A) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate cum 0.00
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION
CONSTRUCTION BOX CULVERT -(Balancer -2)
Sl.No. Description Unit Nos Length in m Breadth in m Depth in m Quantity Rate Amount
Floor Apron U/S 1 6.70 3.70 0.3
Floor Apron D/S 1 6.70 3.70 0.3
Flexible Apron U/S 1 13.10 3.50 0.75
Flexible Apron D/S 1 13.10 3.5 0.75
RC Upstand Wall 2 3.80 0.25 0.65
Curtain wall upstream Side 1 11.00 0.3 1.10
Curtain wall Downstream Side 1 11.00 0.3 1.10
Curtain wall Raft Upstream Side 1 11.00 1.4 0.3
Curtain wall Raft Downstream Side 1 11.00 1.4 0.3
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Box Culvert Portion end to end 1 23.66 6.60 0.60 93.69
U/s side curtain wall 1 11.00 2.60 1.55 44.33
D/s side curtain wall 1 11.00 2.60 1.55 44.33
For Floor Apron - u/s 1 6.70 3.70 0.30 7.44
For Floor Apron - d/s 1 6.70 3.70 0.30 7.44
For Flexible Apron - u/s 1 13.10 3.50 0.75 34.39
For Flexible Apron - d/s 1 13.10 3.50 0.75 34.39
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Box Culvert Raft area 1 22.460 5.40 0.10 12.13
U/s side curtain wall 1 11.00 1.70 0.10 1.87
D/s side curtain wall 1 11.00 1.70 0.10 1.87
U/S Floor Apron 1 6.7 3.70 0.10 2.48
D/S Floor Apron 1 6.7 3.70 0.10 2.48
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15
(PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130)
Raft Portion - Curtain Wall
Curtain wall Raft Upstream Side 1 11.00 1.40 0.30 4.62
Curtain wall Raft Downstream Side 1 11.00 1.40 0.30 4.62
Wall Portion - Curtain Wall
Curtain wall upstream Side 1 11.00 0.30 1.10 3.63
Curtain wall Downstream Side 1 11.00 0.30 1.10 3.63
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20%
(PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Box Culvert Raft area
Raft/Bottom slab 1 22.46 5.40 0.45 54.58
Raft key wall Rectangular portion 2 22.46 0.30 0.25 3.37
Raft key wall Triangular portion 2 22.46 0.04 1.80
Floor Apron U/S 1 6.70 3.70 0.30 7.44
Floor Apron D/S 1 6.70 3.70 0.30 7.44
Box Culvert -Portion
Hunch Portion 4 22.46 0.045 4.04
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16)
RC Upstand Wall m3 2 3.80 0.25 0.65 1.24
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
7 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
( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
(PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2
Flexible Apron U/S m3 1 13.10 3.50 0.75 34.39
Flexible Apron D/S m3 1 13.10 3.50 0.75 34.39
Total Cost of Box Culvert 2,978,071.45
Boundary pillar / Guard Stone
#REF! Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
(PWD Volume-3 CSR 2023-24, Sl No-8.18, Page No-67)
#REF! Total 0.00
#REF! De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.
( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Nala training work
Desilting of river bed U/s portion 1 65.00 50.00 1.20 3900.00
Desilting of river bed d/s portion 1 65.00 50.00 1.20 3900.00
#REF! Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts.
(MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Below Approach Slab 2 #REF! #REF! 2.00 #REF!
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
1 Raft Reinforcement
At wall junction
3 Top End wall Haunch bar
Bottom End wall Haunch bar
D/S Cut off wall Raft Bottom and Top main bar
Distribution bar
U/S Curtain wall Raft Bottom and Top main bar
Distribution bar
D/S Raft Bottom and Top main bar
Distribution bar
U/S Raft Bottom and Top main bar
Distribution bar
Net Weight in MT 11.390
Consider 10% lapping and wastage
Total Weight in MT 11.390
Sl. No SHAPES PARTICULARS Bar Mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
SUPER STRUCTURE
At wall junction
Net Weight in MT 1.700
Total Weight in MT 1.700
Construction of Bridge (Near Kurubarahalli) at Chainage 12.30 Km. of Major District Road Connecting NH-4 to Hulluru Road Via Gourammanahalli, Chikkalaghatta, Siddavvanahalli, Hunasekatte, Hireguntanuru of Chitradurga Taluk
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
1 Raft Reinforcement
At wall junction
At Hunch Portion center wall Top 0.00
At Hunch Portion center wall Bottom
Top End wall Haunch bar
Bottom End wall Haunch bar
4 Cut off wall perpendicualr to Bridge 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 Curtain Wall Raft
Bottom Distribution bar
Top Distribution bar
Skin reinforcement 5kg/m2 Kg/m2
Net Weight in MT 11.340
Consider 10% lapping and wastage
Total Weight in MT 11.340
Sl. No SHAPES PARTICULARS Bar Mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
At wall junction
Net Weight in MT 1.920
Total Weight in MT 1.920
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl.No Description Unit Item No. SR Page No Volume No Item No Basic Rate Rate after Deducting 10% contractor profit = A Rate after Deducting 10% Overhead charges = B Adding Over head charges -10% Area Weightage Certificate 5% Form work Sub Total Total
#REF! Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m3 ( PWD Volume-1 CSR 2023-24, Item No-1.8 Page-7) 7 V -I 1.8 474.00 430.91 391.74 470.09 47.01 517.10 #REF!
#REF! 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.Wet Mix Macadam (Plant Mix Method) m3 (PWD SR 2023-24 Volume-3, Sl No-4.17, Page No-26) 26 V -III 4.17 2559.00 2559.00 #REF!
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. m³ ( PWD SR 2023-24 Volume-1, It-1.14.1 Page-8) 8 V -I 1.14.1 102.00 0.00 0.00 9.27 5.56 116.83 116.83
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) 15 V -I 2.1.3 5918.00 0.00 0.00 537.95 322.80 6778.75 6778.75
0 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - b. All other types - foundation -3% m³ (PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) 15 V -I 2.2.3 6227.00 5660.91 5146.28 6175.54 19.65 194.607 12908.50 #REF!
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 m³ (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130) 16 V -III 14.8 b) 6166.00 0.00 308.30 6474.30 6474.30
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 16 V -I 2.4.3 6227.00 0.00 0.00 566.03 370.79 622.700 7786.52 7786.52
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 1. Solid Slab Super Structure - 20% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16) 16 V -I 2.5.2 6734.00 0.00 0.00 612.12 434.65 1346.800 9127.57 9127.57
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18) 18 V-1 2.11c 87532.00 4376.60 91908.60 91908.60
7 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 Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18) 18 V-1 2.11d 87758.00 4387.90 92145.90 92145.90
#REF! 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 m³ (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 7 V -I 1.9 266.00 241.82 219.84 263.81 26.49 556.30 #REF!
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. m (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2 130 V-3 14.9 2049.00 102.45 2151.45 2151.45
#REF! Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 3.6; Page No-15) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 4.2(v); Page No-19) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! 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. (PWD vol 3 SR 2021-22, Pg No 24, Item No. 4.27) 0.00
Basic Rate 0.00
Add 5% Area Weightage 0.00
Final Rate Cum 0.00
#REF! Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.1) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate Sqm 0.00
#REF! Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (PWD vol 3 SR 2021-22, Pg No 33, Item No. 5.12A) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate cum 0.00
#REF! Tack coat on Bituminous surface -Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.3 (i) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate Sqm 0.00
#REF! Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (PWD vol 3 SR 2021-22, Pg No 35, Item No. 5.16 (A) 0.00
20.10.2023 Issue rate 0.00
Add 5% Area Weightage 0.00
Final Rate cum 0.00
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
DETAILED ESTIMATION
CONSTRUCTION BOX CULVERT -(Balancer -3)
Sl.No. Description Unit Nos Length in m Breadth in m Depth in m Quantity Rate Amount
Floor Apron U/S 1 6.70 3.70 0.3
Floor Apron D/S 1 6.70 3.70 0.3
Flexible Apron U/S 1 13.10 3.50 0.75
Flexible Apron D/S 1 13.10 3.5 0.75
RC Upstand Wall 2 3.80 0.25 0.65
Curtain wall upstream Side 1 11.00 0.3 1.10
Curtain wall Downstream Side 1 11.00 0.3 1.10
Curtain wall Raft Upstream Side 1 11.00 1.4 0.3
Curtain wall Raft Downstream Side 1 11.00 1.4 0.3
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.
( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Box Culvert Portion end to end 1 19.98 6.60 0.60 79.12
U/s side curtain wall 1 11.00 2.60 1.55 44.33
D/s side curtain wall 1 11.00 2.60 1.55 44.33
For Floor Apron - u/s 1 6.70 3.70 0.30 7.44
For Floor Apron - d/s 1 6.70 3.70 0.30 7.44
For Flexible Apron - u/s 1 13.10 3.50 0.75 34.39
For Flexible Apron - d/s 1 13.10 3.50 0.75 34.39
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
Box Culvert Raft area 1 18.780 5.40 0.10 10.14
U/s side curtain wall 1 11.00 1.70 0.10 1.87
D/s side curtain wall 1 11.00 1.70 0.10 1.87
U/S Floor Apron 1 6.7 3.70 0.10 2.48
D/S Floor Apron 1 6.7 3.70 0.10 2.48
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15)
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15
(PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130)
Raft Portion - Curtain Wall
Curtain wall Raft Upstream Side 1 11.00 1.40 0.30 4.62
Curtain wall Raft Downstream Side 1 11.00 1.40 0.30 4.62
Wall Portion - Curtain Wall
Curtain wall upstream Side 1 11.00 0.30 1.10 3.63
Curtain wall Downstream Side 1 11.00 0.30 1.10 3.63
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -20%
(PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16)
Box Culvert Raft area
Raft/Bottom slab 1 18.78 5.40 0.45 45.64
Raft key wall Rectangular portion 2 18.78 0.30 0.25 2.82
Raft key wall Triangular portion 2 18.78 0.04 1.50
Floor Apron U/S 1 6.70 3.70 0.30 7.44
Floor Apron D/S 1 6.70 3.70 0.30 7.44
Box Culvert -Portion
Hunch Portion 4 18.78 0.045 3.38
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16)
RC Upstand Wall m3 2 3.80 0.25 0.65 1.24
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges
( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
7 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
( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
(PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2
Flexible Apron U/S m3 1 13.10 3.50 0.75 34.39
Flexible Apron D/S m3 1 13.10 3.50 0.75 34.39
Total Cost of Box Culvert 2,656,029.81
Boundary pillar / Guard Stone
#REF! Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
(PWD Volume-3 CSR 2023-24, Sl No-8.18, Page No-67)
#REF! Total 0.00
#REF! De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.
( MI & WRD SR Volume-4 2023-24 , Sl No-3.13, Page No- 140)
Nala training work
Desilting of river bed U/s portion 1 65.00 50.00 1.20 3900.00
Desilting of river bed d/s portion 1 65.00 50.00 1.20 3900.00
#REF! Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with all lead and lifts.
(MI & WRD SR Volume-4 , 2023-24 Sl No-3.7, Page No- 139)
Below Approach Slab 2 #REF! #REF! 2.00 #REF!
Construction of Bridge (Near Kurubarahalli) at Chainage 12.30 Km. of Major District Road Connecting NH-4 to Hulluru Road Via Gourammanahalli, Chikkalaghatta, Siddavvanahalli, Hunasekatte, Hireguntanuru of Chitradurga Taluk
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
1 Raft Reinforcement
At wall junction
At Hunch Portion center wall Top 0.00
At Hunch Portion center wall Bottom
Top End wall Haunch bar
Bottom End wall Haunch bar
4 Cut off wall perpendicualr to Bridge 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 Curtain Wall Raft
Bottom Distribution bar
Top Distribution bar
Skin reinforcement 5kg/m2 Kg/m2
Net Weight in MT 10.460
Consider 10% lapping and wastage
Total Weight in MT 10.460
Sl. No SHAPES PARTICULARS Bar Mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
At wall junction
Net Weight in MT 1.610
Total Weight in MT 1.610
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
1 Raft Reinforcement
At wall junction
3 Top End wall Haunch bar
Bottom End wall Haunch bar
D/S Cut off wall Raft Bottom and Top main bar
Distribution bar
U/S Curtain wall Raft Bottom and Top main bar
Distribution bar
D/S Raft Bottom and Top main bar
Distribution bar
U/S Raft Bottom and Top main bar
Distribution bar
Net Weight in MT 4.250
Consider 10% lapping and wastage
Total Weight in MT 4.250
Sl. No SHAPES PARTICULARS Bar Mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
BOX CULVERT - BBS
SUPER STRUCTURE
At wall junction
Net Weight in MT 1.430
Total Weight in MT 1.430
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
Sl.No Description Unit Item No. SR Page No Volume No Item No Basic Rate Adding Over head charges - 10% Area Weightage Certificate 5% Form work Sub Total Total
#REF! Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m3 ( PWD Volume-1 CSR 2023-24, Item No-1.8 Page-7) 7 V -I 1.8 474.00 #REF! #REF! #REF! #REF!
#REF! 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.Wet Mix Macadam (Plant Mix Method) m3 (PWD SR 2023-24 Volume-3, Sl No-4.17, Page No-26) 26 V -III 4.17 2559.00 2559.00 #REF!
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness. By Mechanical Means using Dozer In area of light jungle 100 m2 (PWD SR 2023-24 Volume-3, Sl No-2.5 (ii) A, Page No-9) 9 V -III 2.5 (ii) A 393.00 19.65 412.65 412.65
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. m³ ( PWD SR 2023-24 Volume-1, It-1.14.1 Page-8) 8 V -I 1.14.1 102.00 9.27 5.56 116.83 116.83
2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15) 15 V -I 2.1.3 5918.00 537.95 322.80 6778.75 6778.75
0 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - b. All other types - foundation -3% m³ (PWD Volume-1 Common SR 2023-24 It-2.2.3 Page-15) 15 V -I 2.2.3 6227.00 #REF! #REF! #REF! #REF! #REF!
3 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 m³ (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130) 16 V -III 14.8 b) 6166.00 308.30 6474.30 6474.30
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 6. Box Culverts -10% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.4.3 Page-16) 16 V -I 2.4.3 6227.00 566.03 370.79 622.700 7786.52 7786.52
5 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Formwork - 1. Solid Slab Super Structure - 20% m³ (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16) 16 V -I 2.5.2 6734.00 612.12 434.65 1346.800 9127.57 9127.57
6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18) 18 V-1 2.11c 87532.00 4376.60 91908.60 91908.60
7 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 Tonne ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18) 18 V-1 2.11d 87758.00 4387.90 92145.90 92145.90
#REF! 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 m³ (PWD Volume-1 CSR 2023-24 , Item No-1.9, Page No-7) 7 V -I 1.9 266.00 #REF! #REF! #REF! #REF!
8 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. m (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2 130 V-3 14.9 2049.00 102.45 2151.45 2151.45
#REF! Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 3.6; Page No-15)
Add 5% Area Weightage
#REF! By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (PWD-SR-Roads & bridges-Volume-3, 2021-2022; Item No- 4.2(v); Page No-19)
Add 5% Area Weightage
#REF! 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. (PWD vol 3 SR 2021-22, Pg No 24, Item No. 4.27)
Add 5% Area Weightage
#REF! Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.1)
20.10.2023 Issue rate
Add 5% Area Weightage
#REF! Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (PWD vol 3 SR 2021-22, Pg No 33, Item No. 5.12A)
20.10.2023 Issue rate
Add 5% Area Weightage
#REF! Tack coat on Bituminous surface -Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD vol 3 SR 2021-22, Pg No 29, Item No. 5.3 (i)
20.10.2023 Issue rate
Add 5% Area Weightage
#REF! Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (PWD vol 3 SR 2021-22, Pg No 35, Item No. 5.16 (A)
20.10.2023 Issue rate
Add 5% Area Weightage
Construction of Bridge Across Doni River Between Hiroor And Fatthepur Village Connecting SH-124 Bharked Bilgi and SH-177 Vijayapur Ukkali Dindawar Sasanur Mukhihal Nalatawada In Muddebihal Constituency.
RATE ANALYSIS OF MAJOR BOX CULVERT
Sl.No Description Item No. Rate Unit
1 Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., complete with all lead and lifts. (PWD Volume-4 MI 2023-24 SR , WRD: 7.1. Page No-91)
Basic Rate 68.00
Add 5% Area Specific loading 3.40
Final Rate 71.40 Each
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
2 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle (PWD Volume-3 CSR 2023-24, Sl No-2.5 II A, Page No-9)
Basic Rate 393.00
Add 5% Area Specific loading 19.65
Final Rate 412.65 Ha
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. ( PWD Volume-1 CSR 2023-24, Item No-1.14.1 Page-5)
Basic Rate 102.00
Rate after Deducting 10% contractor profit = A 92.73
Rate after Deducting 10% Overhead charges = B 84.30
After Adding Over head charges ( 20%*B )= C 101.16
Contractor profit (10%*C) = D 10.12
Sub Total=(C+D) 111.28
Add 5% Area Specific loading 5.56
Final Rate 116.84 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 117.00
Rate after Deducting 10% contractor profit = A 106.36
Rate after Deducting 10% Overhead charges = B 96.69
After Adding Over head charges ( 20%*B )= C 116.03
Contractor profit (10%*C) = D 11.60
Sub Total=(C+D) 127.63
Add 5% Area Specific loading - Kalyana Karnataka 6.38
Final Rate 134.01 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 425.00
Rate after Deducting 10% contractor profit = A 386.36
Rate after Deducting 10% Overhead charges = B 351.24
After Adding Over head charges ( 20%*B )= C 421.49
Contractor profit (10%*C) = D 42.15
Sub Total=(C+D) 463.64
Add 5% Area Specific loading 23.18
Final Rate 486.82 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 2682.00
Add 5% Area Specific loading - Kalyana Karnataka 134.10
Final Rate 2816.10 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
6 #REF! (PWD Volume-3 CSR 2023-24 , Sl No- 4.13 (ii) (b), Ref. to MoRT&H : IRC - 404, Page no-26)
Basic Rate 2770.00
Add 5% Area Specific loading - Kalyana Karnataka 138.50
Total Rate 2908.50 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. -Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.1.3 Page-15)
3rd Qtr Issue Rate wef - 8-10-2025 6079.00 6327.2
Rate after Deducting 10% contractor profit = A 5526.36
Rate after Deducting 10% Overhead charges = B 5023.96
After Adding Over head charges ( 20%*B )= C 6028.75
Contractor profit (10%*C) = D 602.88
Sub Total=(C+D) 6631.63
Add 5% Area Specific loading 331.58
Final Rate 6963.21 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
3rd Qtr Issue Rate wef - 8-10-2025 6227.00 7893.6
Rate after Deducting 10% contractor profit = A 5660.91
Rate after Deducting 10% Overhead charges = B 5146.28
After Adding Over head charges ( 20%*B )= C 6175.54
Contractor profit (10%*C) = D 617.55
Sub Total=(C+D) 6793.09
Additionalites For Form Work, Centering & Scaffolding- Box culvert-20% 1358.62
Add 5% Area Specific loading 407.59
Final Rate 8559.30 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
7 Curtain wall complete as per drawing and Technical specification,b) Cement concrete Grade M15 (PWD Volume-3 Common SR 2023-24 Item No-14.8 b) Page-130)
3rd Qtr Issue Rate wef - 8-10-2025 6227.00
Rate after Deducting 10% contractor profit = A 5660.91
Rate after Deducting 10% Overhead charges = B 5146.28
After Adding Over head charges ( 20%*B )= C 6175.54
Contractor profit (10%*C) = D 617.55
Sub Total=(C+D) 6793.09
Additionalites For Form Work, Centering & Scaffolding- Box culvert-20% 1358.62
Add 5% Area Specific loading 407.59
Final Rate 8559.30 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Volume-1 Common SR 2023-24 Item No-2.5.2 Page-16)
3rd Qtr Issue Rate wef - 8-10-2025 6734.00 90559.15
Rate after Deducting 10% contractor profit = A 6121.82
Rate after Deducting 10% Overhead charges = B 5565.29
After Adding Over head charges ( 20%*B )= C 6678.35
Contractor profit (10%*C) = D 667.84
Sub Total=(C+D) 7346.19
Additionalites For Form Work, Centering & Scaffolding- Box culvert-20% 1469.24
Add 5% Area Specific loading 440.77
Final Rate 9256.20 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
3rd Qtr Issue Rate wef - 8-10-2025 6727.00
Add 5% Area Specific loading 336.35
Total Rate 7063.35 #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
3rd Qtr Issue Rate wef - 8-10-2025 11201.00
Add 5% Area Specific loading 560.05
Total Rate 11761.05 #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11c. Page No-18)
Issue Rate wef - 4-4-2026 87532.00
Add 5% Area Specific loading 4376.60
Total Rate 91908.60 Tonnes
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
12 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges ( PWD Volume-1 Common SR 2023-24 Item No- 2.11d. Page No-18)
Issue Rate wef - 4-4-2026 87758.00
Add 5% Area Specific loading 4387.90
Total Rate 92145.90 Tonnes
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 2677.00
Add 5% Area Specific loading 133.85
Total Rate 2810.85 #REF!
14 #REF! (PWD SR VOL-3 2023-24 P-99, I-12.3.A. Granular Material
Basic Rate 1168.00
Add 5% Area Specific loading 58.40
Total Rate 1226.40 #REF!
15 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (PWD Volume-3 CSR 2023-24, Sl No-13.2 , Page No-121) MoRT&H 2702
3rd Qtr Issue Rate wef - 8-10-2025 13087.00
Add 5% Area Specific loading 654.35
Total Rate 13741.35 Cum
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 138.00
Add 5% Area Specific loading 6.90
Total Rate 144.90 #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 3271.00
Add 5% Area Specific loading 163.55
Total Rate 3434.55 #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 266.00
Rate after Deducting 10% contractor profit = A 241.82
Rate after Deducting 10% Overhead charges = B 219.84
After Adding Over head charges ( 20%*B )= C 263.81
Contractor profit (10%*C) = D 26.38
Sub Total=(C+D) 290.19
Add 5% Area Specific loading 14.51
Total Rate 304.70 Cum
19 #REF! (PWD SR 2023-24 Volume-3, It-13.13 B Page-123)
3rd Qtr Issue Rate wef - 8-10-2025 4556.00
Add 3% Area Specific loading 0.00
Add 5% Area Specific loading 227.80
Final Rate 4783.80 m
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
20 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (PWD Volume-3 CSR 2023-24, Sl No-14.9, Page No-130) MoRT&H Spec 2507.2
Basic Rate 2,049.00
Add 5% Area Specific loading 102.45
Final Rate 2,151.45 Cum
Basic Rate 137.00
Add 5% Area Specific loading 6.85
Total Rate 143.85 #REF!
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Basic Rate 1795.00
Add 5% Area Specific loading 89.75
Total Rate 1884.75 Mtr
Assistant Executive Engineer Executive Engineer
KNNL, Head Works Sub. Division, KNNL, No-1 T R Division,
Munirabad. Munirabad.
Superintending Engineer
KNNL, Tungabhadra Project Circle,
Sl. No SHAPES PARTICULARS Bar mark BAR DIA IN MM SPACING IN (m) NO SIDES/ NOS No.OF BARS LENGTH IN (m). TOTAL CUTTING LENGTH IN (m). 6 mm 8 mm 10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm IF EXPANSION Appeared on box culvert onceyou check the wall and Haunch details
RETAINING WALL - BBS
Wall Distribution bar
Net Weight in MT 24.450 17,607.91
Consider 10% lapping and wastage 2.445 1,760.79
Total Weight in MT 26.895 19,368.70
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Specifications Roads_Specifications (Roads)_roads_71.rtf
Others - SPECIFICATION • 0.02 MB
Specifications Roads_Specifications (Roads)_roads_72.rtf
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Specifications Roads_Specifications (Roads)_roads_73.rtf
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Specifications Roads_Specifications (Roads)_roads_74.rtf
Others - SPECIFICATION • 0.02 MB
Specifications Roads_Specifications (Roads)_roads_75.rtf
Others - SPECIFICATION • 0.01 MB
Specifications Roads_Specifications (Roads)_roads_76.rtf
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Specifications Roads_Specifications (Roads)_roads_77.rtf
Others - SPECIFICATION • 0.02 MB
Specifications Roads_Specifications (Roads)_roads_78.rtf
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Specifications Roads_Specifications (Roads)_roads_79.rtf
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Specifications Roads_Specifications (Roads)_roads_80.rtf
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Specifications Roads_Specifications (Roads)_roads_81.rtf
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Specifications Roads_Specifications (Roads)_roads_82.rtf
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Specifications Roads_Specifications (Roads)_roads_83.rtf
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Specifications Roads_Specifications (Roads)_roads_85.rtf
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Specifications Roads_Specifications (Roads)_roads_86.rtf
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Specifications Roads_Specifications (Roads)_roads_87.rtf
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Specifications Roads_Specifications (Roads)_roads_88.rtf
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Specifications Roads_Specifications (Roads)_roads_89.rtf
Others - SPECIFICATION • 0.01 MB
Specifications Roads_Specifications (Roads)_roads_90.rtf
Others - SPECIFICATION • 0.01 MB
Specifications Roads_Specifications (Roads)_roads_91.rtf
Others - SPECIFICATION • 0.02 MB
Specifications Roads_Specifications (Roads)_roads_92.rtf
Others - SPECIFICATION • 0.02 MB
Specifications Roads_Specifications (Roads)_roads_93.rtf
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Specifications Roads_Specifications (Roads)_roads_95.rtf
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Specifications Roads_Specifications (Roads)_royality statment.pdf
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Specifications Roads_Specifications (Roads)_section 1400-stone masonry-finally corrected.doc
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Specifications Roads_Specifications (Roads)_section 300.doc
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Specifications Roads_Specifications (Roads)_section 400-(granular-sub-base)-finally corrected.doc
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Specifications Roads_Specifications (Roads)_section-2900(pipe-culverts)-finally corrected.doc
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Specifications Roads_Specifications (Roads)_section-500(BC SDBC & others )-finally corrected.doc
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Specifications Roads_Specifications (Roads)_section-500(upgraded-version)-finally corrected.doc
Others - SPECIFICATION • 1.23 MB
Specifications Roads_Specifications (Roads)_site clearance-200.doc
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Specifications Roads_Specifications (Roads)_WMM & WBM.pdf
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MUDDEBIHAL BRIDGE DRAWINGS.pdf
Others - Drawings • 69.00 MB
formet kw4.xls
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Copy of For Balancer -1 Retaining Wall Estimations.xlsx
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Staircase Estimate.xlsx
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BID DOCUMENT 37655.doc
Tender Document • 0.28 MB
Copy of MAIN BRIDGE - Copy.xlsx
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Talikote Road Estimate.xlsx
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Main Abstract.xlsx
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Data Rates-pages.pdf
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Copy of WING WALL ESTIMATION.xlsx
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Fathepur mile stone 18th Month.xls
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Copy of Solar-Street light.xlsx
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cd or bridges spectn_CD or Bridges spectn_Picture 01.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 012.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 02.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 06.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 07.jpg
Others - SPECIFICATION • 0.58 MB
cd or bridges spectn_CD or Bridges spectn_Picture 10.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 13.jpg
Others - SPECIFICATION • 0.71 MB
cd or bridges spectn_CD or Bridges spectn_Picture 14.jpg
Others - SPECIFICATION • 0.76 MB
cd or bridges spectn_CD or Bridges spectn_Picture 15.jpg
Others - SPECIFICATION • 0.68 MB
cd or bridges spectn_CD or Bridges spectn_Picture 16.jpg
Others - SPECIFICATION • 0.48 MB
cd or bridges spectn_CD or Bridges spectn_Picture 17.jpg
Others - SPECIFICATION • 0.66 MB
cd or bridges spectn_CD or Bridges spectn_Picture 18.jpg
Others - SPECIFICATION • 0.85 MB
cd or bridges spectn_CD or Bridges spectn_Picture 19.jpg
Others - SPECIFICATION • 0.60 MB
cd or bridges spectn_CD or Bridges spectn_Picture 20.jpg
Others - SPECIFICATION • 0.74 MB
cd or bridges spectn_CD or Bridges spectn_Picture 21.jpg
Others - SPECIFICATION • 0.71 MB
cd or bridges spectn_CD or Bridges spectn_Picture 22.jpg
Others - SPECIFICATION • 0.77 MB
cd or bridges spectn_CD or Bridges spectn_Picture 23.jpg
Others - SPECIFICATION • 0.63 MB
cd or bridges spectn_CD or Bridges spectn_Picture 24.jpg
Others - SPECIFICATION • 0.69 MB
cd or bridges spectn_CD or Bridges spectn_Picture 25.jpg
Others - SPECIFICATION • 0.64 MB
cd or bridges spectn_CD or Bridges spectn_Picture 26.jpg
Others - SPECIFICATION • 0.64 MB
cd or bridges spectn_CD or Bridges spectn_Picture 27.jpg
Others - SPECIFICATION • 0.65 MB
cd or bridges spectn_CD or Bridges spectn_Picture 28.jpg
Others - SPECIFICATION • 0.66 MB
cd or bridges spectn_CD or Bridges spectn_Picture 29.jpg
Others - SPECIFICATION • 0.65 MB
cd or bridges spectn_CD or Bridges spectn_Picture 30.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 32.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 35.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 36.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 38.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 40.jpg
Others - SPECIFICATION • 0.70 MB
cd or bridges spectn_CD or Bridges spectn_Picture 41.jpg
Others - SPECIFICATION • 0.57 MB
cd or bridges spectn_CD or Bridges spectn_Picture 42.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture 43.jpg
Others - SPECIFICATION • 0.58 MB
cd or bridges spectn_CD or Bridges spectn_Picture 44.jpg
Others - SPECIFICATION • 0.56 MB
cd or bridges spectn_CD or Bridges spectn_Picture 45.jpg
Others - SPECIFICATION • 0.54 MB
cd or bridges spectn_CD or Bridges spectn_Picture05.jpg
Others - SPECIFICATION • 0.68 MB
cd or bridges spectn_CD or Bridges spectn_Picture08.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture09.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture11.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture3.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture33.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture34.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture37.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture39.jpg
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cd or bridges spectn_CD or Bridges spectn_Picture4.jpg
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Copy of BALANCER.xlsx
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Price adjustment clause 37655.xlsx
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