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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹83.9 Laccepted-aoc | accepted-aoc |
Tender Value
₹80.6 L
EMD Value
₹1.6 L
Closing Date
13 Aug 2026, 10:00 pmClosed
Public Works Department
Shri. C.S.Police Patil
Costruction of CC Road and Drain from SC colony to Gram Panchayath Road in Vadavadagi Village of Basavana Bagewadi Taluk Vijayapura District(H/A 4225-01-796-0-01 SCP-Pragati Colony Roads 2025-26) (8443-Deposit Contribution)
PWD/2026-27/RD/WORK_INDENT36988
PWD/2026-27/RD/WORK_INDENT36988
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
8 documents required · 7 mandatory · 1 optional
c) Executed in any one year the following minimum quantities of work 1) Earthwork-533.60 Cum 2)Providing & laying Cement concrete (PCC/RCC/PQC/DLC)-854.52 Cum
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 such similar work such as Construction of CC road works of value not less than Rs. 40.32 Lakhs.
3.3 Each Tenderer should further demonstrate a) Owning the following key and critical equipment for this work (Availability by owning, owning/Hire/Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 11-05-2022, this clause for owning key equipments for works costing upto Rs. 3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in constructions as per MORTH specification(1) Self Loading Concrete Mixer.(2) Concrete Mixer with Hopper. (3) Construction elevator/Building Hoist/Tower Cranes.(4)Water Tanker.(5) Shuttering materials.(6)Tippers.(7) Pin Vibrators.(8) Plate vibrators.(9) 5 HP Generator.(10) 5 HP pumpset.11)Concrete Paving Machine
Asessed 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-(AxNx2.5-B)where A-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 - 0.50 Year(6 Months).B-Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the next 0.50 year(6 months) form the probable date of Award of this contract.
Maximum 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. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27)
Value at 2026-27 price level, of existing commitments and on-going works to be executed during the next 6 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).
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. 1,61,300/- shall be paid in full through E-payment or in two parts part(1)Rs.50,000/- BY E-PAYMENT. Part (2) balance EMD of Rs. 1,11,300/- EMD shall be in favour of Executive Engineer, Public Works Department Vijayapur Division Vijayapur. And should be in the form of Bank Guarantee in thePrescribed format obtained from any Nationalized / Scheduled Bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the Technical Bids. Earnest Money Deposit/ Bid security.
Each Tenderer should further demonstrate b) Liquid assets and /or availability of credit facilities of no less than Rs. 24.19 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 average financial turnover of Rs. 80.63 Lakhs (not less than the estimated annual payments under this contract )
Information on works are yet to be completed.
Information on works for which tender acceptance letters are received.
Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.
The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion.
Constitutional or legal status of the tenderer
Information on litigation in which the Tenderer is involved.
₹2,020
₹1.6 L
13 Aug 2026
29 Jul 2026
14 Aug 2026
12 Aug 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
This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract
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 2019 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
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
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
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
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
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
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 * : 2019
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 * : 2020
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 * : 2021
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
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
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
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.
DETAILS BY CE SIR
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum)
ABSTRACT CD WORKS
Sl. No Description Length km / No of CDs Total Amount (Rs.)
A CROSS DRAIN WORKS
1 Estimate of Reconstruction / Widening / New / Repairs 23 45092486.00 45092395 91.45
Sub Total B 45,092,486.00
B SUB ESTIMATES
2 Estimates for Drain 1800.0 7838946.00 7838945 1.00
3 Estimates for Protection Works 9915082.00 9915083.69 -1.69
4 Estimates for Field Cd's 15 745916.00 745914 2.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
ABSTRACT OF CROSS DRAINAGE WORKS ESTIMATES
A Proposed New CD/CW works: Nos of CD/CW Reconstruction Proposed Improvements Total
1000mm Dia Pipe Culvert 1 1 ,Construction of One Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 196000 -196000
2 2 ,Construction of One Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, 0, 0,0,0,0,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 2
3 3 ,Construction of Two Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, 0, 0,0,0,0,,,,,,, 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 3 138000 #REF!
4 4 ,Construction of Two Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 4
5 5 ,Construction of Three Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 5
6 6 ,Construction of Three Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 6
7 7 ,Construction of Four Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 7
8 8 ,Construction of Four Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 8
9 9 ,Construction of Five Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 9
10 10 ,Construction of Five Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 10
11 11 ,Construction of Six Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 11
12 12 ,Construction of Six Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 12
13 13 ,Construction of 12 Rows NP4 1000 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 13
14 14 ,Construction of 10 Rows NP4 1000 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 14
1200mm Dia Pipe Culvert 1 15 ,Construction of One Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 15
2 16 ,Construction of One Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 16
3 17 ,Construction of Two Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 17
1 18 ,Construction of Two Rows WideningNP4 1200 mm Dia Pipe Culvert Reconst CD At CH :5.24, , , , ,,,,,,,,,, 1 Rs. 492448 492448 /- 5.24 1 18 492459.55 -11.5
19 19 ,Construction of Three Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 19
2 20 ,Construction of Three Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 20
21 21 ,Construction of Four Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 21
6 22 ,Construction of Four Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 0 0 22
23 23 ,Construction of Five Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, 0, 0, , ,,,,,,,,,, 0 Rs. 0 /- 0 0 0 0 23
24 24 ,Construction of Five Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, , , , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 24
25 25 ,Construction of Six Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, , , , ,,,,,,,,,, 0 Rs. 0 /- 0 0 25
26 26 ,Construction of Six Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, , , , ,,,,,,,,,, 0 Rs. 0 0 /- 0 0 26
27 27 ,Construction of 12 Rows NP4 1200 mm Dia Pipe Culvert new CD At CH :0, , , , ,,,,,,,,,, 0 Rs. 0 /- 0 0 27
28 28 ,Construction of 9 Rows NP4 1200 mm Dia Pipe Culvert Reconst CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28
Widening of Pipe Culvert 29 ,Construction of One Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
30 ,Construction of Two Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
31 ,Construction of Three Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
32 ,Construction of Four Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
33 ,Construction of Five Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
34 ,Construction of Six Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35 ,Construction of One Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
36 ,Construction of One Rows NP3 900 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
37 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
38 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
39 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
41 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
42 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
43 ,Construction of One Rows NP4 1200 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Causeway 1000mm Dia 44 ,Construction of 3 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
45 ,Construction of 3 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
46 ,Construction of 4 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
47 ,Construction of 4 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
48 ,Construction of 5 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7 ,Construction of 5 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50 ,Construction of 6 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8 ,Construction of 3 Rows NP4 1000 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
52 ,Construction of 7 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9 ,Construction of 4 Rows NP4 1000 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 ,Construction of 5 Rows NP4 1000 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 ,Construction of 5 Rows NP4 1000 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
56 ,Construction of 10 Rows NP4 1200 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12 ,Construction of 12 Rows NP4 1000 mm Dia Causeway New CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 3.0 x 3.0 m size 78 Construction of Box Culvert, 3 vent of 3.0 x 3.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 3.0 x 3.0 m size 79 Construction of Box Culvert, 3 vent of 3.0 x 3.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 1.0 x 1.0 m size 80 Construction of Box Culvert, 3 vent of 1.0 x 1.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 1.0 x 1.0 m size 81 Construction of Box Culvert, 3 vent of 1.0 x 1.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 1.0 x 1.0 m size 82 Construction of Box Culvert, 3 vent of 1.0 x 1.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 1.0 x 1.0 m size 83 Construction of Box Culvert, 3 vent of 1.0 x 1.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 1 vent of 1.5x 1.5 m size 2 Construction of Box Culvert, 1 vent of 1.5x 1.5 m size At CH :6.72, , , , ,,,,,,,,,, 1 Rs. 7547896 7547896 /- 6.72 1 7547893 3.0
Box Culvert, 1 vent of 1.5x 1.5 m size 3 Construction of Box Culvert, 1 vent of 1.5x 1.5 m size At CH :0.18, 0.42, 0.82, 1.38, 1.86,7.3,7.53,6.19,,,,,,, 8 Rs. /- 0.18 0.42 0.82 1.38 1.86 7.3 7.53 6.19 8
Box Culvert, 3 vent of 3.0 x 3.0 m size 4 Construction of Box Culvert, 3 vent of 3.0 x 3.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 3 vent of 3.0 x 3.0 m size 4 Construction of Box Culvert, 3 vent of 3.0 x 3.0 m size At CH :9.55, , , , ,,,,,,,,,, 1 Rs. 4364304 4364304 /- 9.55 1 4364287 17.0
Box Culvert, 2 vent of 3.0 x 1.5 m size 6 Construction of Box Culvert, 2 vent of 3.0 x 1.5 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 2 vent of 3.0 x 1.5 m size 5 Construction of Box Culvert, 2 vent of 3.0 x 1.5 m size At CH :2.19, 3.5, 4.55, , ,,,,,,,,,, 3 Rs. 6411716 6411716 /- 2.19 3.5 4.55 3 6411705 11.0
Box Culvert, 1 vent of 3.0 x 2.0 m size 8 Construction of Box Culvert, 1 vent of 3.0 x 2.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 1 vent of 3.0 x 2.0 m size 6 Construction of Box Culvert, 1 vent of 3.0 x 2.0 m size At CH :3, 4.79, 0, , ,,,,,,,,,,0 2 Rs. 3172861 3172861 /- 3.00 4.79 0 0 2 3172861 -0.4
Box Culvert, 1 vent of 4.0 x 2.0 m size 10 Construction of Box Culvert, 1 vent of 4.0 x 2.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 1 vent of 4.0 x 2.0 m size 11 Construction of Box Culvert, 1 vent of 4.0 x 2.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 1 vent of 3.0 x 2.5 m size 13 Construction of Box Culvert, 1 vent of 3.0 x 2.5 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 1 vent of 3.0 x 2.5 m size 7 Construction of Box Culvert, 1 vent of 3.0 x 2.5 m size At CH :6.43, 0, , , ,,,,,,,,,,0 1 Rs. 2037401 2037401 /- 6.43 0 0 1 2037324 77.0
Box Culvert, 5 vent of 3.0 x 3 m size 12 Construction of Box Culvert, 5 vent of 3.0 x 3 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 5 vent of 3.0 x 3 m size 8 Construction of Box Culvert, 5 vent of 3.0 x 3 m size At CH :2.52, 0, , , ,,,,,,,,,,0 1 Rs. 8706987 8706987 /- 2.52 0 0 1 8707006 -19.0
Box Culvert, 2 vent of 5.0 x 2.0 m size 14 Construction of Box Culvert, 2 vent of 5.0 x 2.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 2 vent of 5.0 x 2.0 m size 9 Construction of Box Culvert, 2 vent of 5.0 x 2.0 m size At CH :3.118, 0, , , ,,,,,,,,,,0 1 Rs. 3995632 3995632 /- 3.118 0 0 1 3995622 10.0
Box Culvert, 2 vent of 5.0 x 2.5 m size 16 Construction of Box Culvert, 2 vent of 5.0 x 2.5 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 2 vent of 5.0 x 2.5 m size 10 Construction of Box Culvert, 2 vent of 5.0 x 2.5 m size At CH :4.39, 0, , , ,,,,,,,,,, 1 Rs. 6143949 6143949 /- 4.39 0 1 6143946 3.0
Box Culvert, 1vent of 3.0 x 2.0 m size 88 Construction of Box Culvert, 1vent of 3.0 x 2.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Box Culvert, 4vent of 1.0 x 1.0 m size 89 Construction of Box Culvert, 4vent of 1.0 x 1.0 m size At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
91 ,Construction of One Rows NP3 750 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
92 ,Construction of Two Rows NP3 750 mm Dia Widening of Pipe Culvert Rec CD At CH :0, 0, 0, 0, 0,0,0,0,0,0,0,0,0,0,0 0 Rs. 0 /- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 Improvements of Existing CD Rs. 2219292 2219292 /- 2219291 0.5
Assistant Engineer Assistant Executive Engineer #REF!
P.W.D, Sub-Division P.W.D, Sub Division 140000 #REF!
Muddebihal Muddebihal 140000 #REF!
PREPARED BY VENUGOPAL BURLI Guidelines for Pipe Culverts Guidelines for slab Culverts Guidelines for Box Culverts
Pipe Culvert Stone Masonry Good Catchment area in Hecatres Diameter of Pipe (mm) Rows Catchment area in Hecatres Recommended Clear Span of Culverts, m Catchment area in Hecatres Box culvert sections
Box Culvert C.C Fully Damaged 0-10 1000 1 <=15 no 1.5 30-40 2.0 x 2.0 m
Slab Culvert UCR Only Head Wall damaged 11-20 1200 1 16-25 no 2 41-60 2.5 x 2.5 m
Canal Crossing Pipe Only Parapets damage 20-50 1000/1200 2/3 26-50 no 3 61-81 3.0 x 3.0 m
Canal Crossing Deck surface Deteriorated 50-60 1000/1200 4 51-75 yes 4 81-200 3.0 x 3.0 m, 2 boxes
Minor Bridge 76-100 yes 5
Major Bridge 101-125 yes 6 Pipe Culvert
Arch Culvert 126-200 yes 6 Box Culvert
LLC Retain with No Changes Slab Culvert
HLC Retain with Repairs Minor Bridge
FIC Reconstruction Major Bridge
- Widening Arch Culvert
New-Proposal LLC
HYDRAULIC STATEMENT OF CROSS DRAINAGE WORKS
Sl. No. Chainage in Mtr As per Site Chainage in Mtr As per Dwg Type of Existing CD Exisitng Structures Condition Reconstr- uction Proposed CD works Details of Proposed Cross Drainage Works Remarks Existing Proposed SIDES DWG NBL DWG RTL NBL Level Inverted Level FRL Crust Ht Final RTL Difference Pipe Ht Provided Pipe Ht + Top Slab
No of Rows/ Vent Dia / Vent Length of Head wall Ht of Head Wall CD Width Type of CD Type of Structures Catchment Area in Sqkm Catchment Area in Ha RTL Nala Centre Difference Nala Width Required Vent in Sqm Type of CD required Details of CD works Proposed Proposed Structures No of Rows/ Vent Dia / Vent Water Way H/W Width Ht Nos of Vents Water Way Returns Head Wall Slab
3 0.820 0.820 1 900 7.5 1.5 7.5 Pipe Culvert Stone Masonary Ch:0.82 1Rows of 900mm Pipe Culvert Yes 0 0.41 41.00 0.00 3.76 Box Culvert 1 V, 1.50 X 1.50 Ch : 0.82 1 V, 1.50 X 1.50 Box Culvert Pipe Culvert 3 Rows 1200 mm Dia Ch : 0.82 3 Rows 1200 mm Dia Pipe Culvert 1.00 0.90 0.64 1.09 7.50 1.50 1.50 1.00 2.25 1.50 5.25 0.30 LHS 560.590 561.891 560.700 561.000 561.97 0.830 562.800 2.860 2.86
4 1.320 1.380 2 900 7.7 1.6 7.5 Pipe Culvert Stone Masonary Ch:1.38 2Rows of 900mm Pipe Culvert Yes 0 0.14 14.00 0.00 1.28 Box Culvert 1 V, 1.50 X 1.50 Ch : 1.38 1 V, 1.50 X 1.50 Box Culvert Pipe Culvert 2 Rows 1200 mm Dia Ch : 1.38 2 Rows 1200 mm Dia Pipe Culvert 2.00 0.90 1.27 2.72 7.70 1.50 1.50 1.00 2.25 1.50 5.25 0.30 LHS 556.324 557.308 556.210 556.510 557.48 0.830 558.310 2.860 2.86
5 1.850 1.860 1 900 7.7 1.65 7.5 Pipe Culvert Stone Masonary Ch:1.86 1Rows of 900mm Pipe Culvert 0 Yes 0.00 0.00 0.00 Box Culvert 1 V, 1.50 X 1.50 Ch : 1.86 1 V, 1.50 X 1.50 Box Culvert Pipe Culvert 1 Rows 1200 mm Dia Ch : 1.86 1 Rows 1200 mm Dia Pipe Culvert 1.00 0.90 0.64 1.09 7.70 1.50 1.50 1.00 2.25 1.50 5.25 0.30 RHS 549.097 550.474 549.052 549.352 550.32 0.830 551.152 2.860 2.86
6 2.200 2.190 3 900 12 7.5 1.9 Pipe Culvert Stone Masonary Ch:2.19 3Rows of 900mm Pipe Culvert 0 Yes 0.29 29.00 0.00 2.66 Box Culvert 2 V, 3.0 X 1.50 Ch : 2.19 2 V, 3.0 X 1.50 Box Culvert Pipe Culvert 4 Rows 1200 mm Dia Ch : 2.19 4 Rows 1200 mm Dia Pipe Culvert 3.00 0.90 1.91 4.36 12.00 3.00 1.50 2.00 9.00 1.50 12.00 0.30 LHS 545.245 546.581 545.513 545.813 546.78 0.830 547.613 2.860 2.86
7 2.450 2.520 15.3 0.8 7.5 LLCW C.C Ch:2.52 Rows of mm LLCW 0 Yes 0.93 93.00 0.00 8.53 Box Culvert 5V, 3.0 X 3.0 Ch : 2.52 5V, 3.0 X 3.0 Box Culvert HLC (Skew) 12 Rows 1000 Dia Ch : 2.49 12 Rows 1000 Dia HLC (Skew) Nala 540.529 540.829 0.830 543.489 2.660 2.66
8 3.000 3.000 3 900 9.5 1.6 7.5 Pipe Culvert Stone Masonary Ch:3 3Rows of 900mm Pipe Culvert 0 Yes 0.00 0.00 0.00 Box Culvert 1 V, 3.0 X 2.0 Ch : 3 1 V, 3.0 X 2.0 Box Culvert Pipe Culvert 4 Rows 1200 mm Dia Ch : 3 4 Rows 1200 mm Dia Pipe Culvert 3.00 0.90 1.91 9.50 3.00 2.00 1.00 6.00 1.50 9.00 RHS 535.591 538.800 537.698 537.998 539.17 0.830 539.998 2.860 2.86
13 4.800 4.790 2 900 8.3 1.5 7.5 Pipe Culvert Stone Masonary Ch:4.79 2Rows of 900mm Pipe Culvert Yes 0.00 0.00 0.00 Box Culvert 1 V, 3.0 X 2.0 Ch : 4.79 1 V, 3.0 X 2.0 Box Culvert Pipe Culvert 2Rows 1200 mm Dia Ch : 4.79 2Rows 1200 mm Dia Pipe Culvert Jalapur Village limit 2.00 0.90 1.27 8.30 3.00 1.50 1.00 4.50 1.50 7.50 RHS 523.296 526.00 525.030 525.330 526.00 0.830 526.830 4.790 2.860 2.86
14 5.100 5.160 10 600 85 1 7.5 HLC Stone Masonary Ch:5.16 10Rows of 600mm HLC Yes 25.46 2546.00 0.00 233.58 HLC Retained Ch : 5.16 Retained HLC HLC Retained Ch : 5.16 Retained HLC 521.27 522.045 522.345 522.145 0.200 522.345 5.160 2.030 2.86
15 5.220 5.240 2 1200 9.5 2.1 7.5 Pipe Culvert Stone Masonary Ch:5.24 2Rows of 1200mm Pipe Culvert Yes 0.13 13.00 0.00 1.19 Pipe Culvert 2 Rows 1200 mm Dia Ch : 5.24 2 Rows 1200 mm Dia Pipe Culvert Pipe Culvert 2 Rows 1200 mm Dia Ch : 5.24 2 Rows 1200 mm Dia Pipe Culvert WIDENING LHS 521.28 522.26 -0.300 522.91 0.830 523.740 5.240 2.860 2.86
17 6.430 6.430 1 900 5.5 1.8 7.5 Pipe Culvert Stone Masonary Ch:6.43 1Rows of 900mm Pipe Culvert Yes 0.64 64.00 0.00 5.87 Box Culvert 1V, 3.0 X 2.5 Ch : 6.43 1V, 3.0 X 2.5 Box Culvert Pipe Culvert 2Rows 1200 mm Dia Ch : 6.43 2Rows 1200 mm Dia Pipe Culvert Vankihal 1.00 0.90 0.64 5.50 3.00 2.50 1.00 7.50 1.50 10.50 RHS 516.88 518.00 516.070 516.370 518.4 0.830 519.230 6.430 2.860 2.86
21 8.280 8.280 25 600 70 2.1 7.5 HLC C.C Ch:8.28 25Rows of 600mm HLC Yes 14.19 1419.00 0.00 130.18 HLC (Skew) Retained Ch : 8.28 Retained HLC (Skew) HLC (Skew) Retained Ch : 8.28 Retained HLC (Skew) . 510.27 507.110 507.410 510.27 510.270 8.280 1.830 2.86
22 9.000 9.090 80 2 7.5 HLC C.C Ch:9.09 Rows of mm HLC Yes 1.75 175.00 0.00 16.06 HLC Retained Ch : 9.09 Retained HLC HLC Retained Ch : 9.09 Retained HLC 509.08 505.300 505.600 509.08 508.460 9.090 1.830 2.86
23 9.500 9.550 12 0.4 7.5 LLCW C.C Ch:9.55 Rows of mm LLCW Yes 1.62 162.00 0.00 14.86 Box Culvert 3 V, 3.0 X 3.0 Ch : 9.55 3 V, 3.0 X 3.0 Box Culvert Pipe Culvert 3 Rows 1000 Dia Ch : 9.55 3 Rows 1000 Dia Pipe Culvert Hulgabal Nala 506.12 506.760 508.693 508.993 506.76 0.830 508.993 9.550 2.860
25 15.520 16.120 5 900 13.2 1.8 7.5 Pipe Culvert CC Ch:16.12 5Rows of 900mm Pipe Culvert 0.00 0.00 0.00 Pipe Culvert 5 Rows 1200 mm Dia Ch : 16.12 5 Rows 1200 mm Dia Pipe Culvert
26 15.620 16.240 1 900 6.2 1.4 7.5 Pipe Culvert CC Ch:16.24 1Rows of 900mm Pipe Culvert 0.00 0.00 0.00 Pipe Culvert 1 Rows 1200 mm Dia Ch : 16.24 1 Rows 1200 mm Dia Pipe Culvert IMP Nala Somanal
27 17.200 17.830 13 900 115 2 7.5 HLC CC Ch:17.83 13Rows of 900mm HLC 0.00 0.00 0.00 HLC Retained Ch : 17.83 Retained HLC
28 18.100 18.300 1 2.30 x 1 5.3 2.3 7.5 Canal Deck CC Ch:18.3 1Rows of 2.30 x 1mm Canal Deck 0.00 0.00 0.00 Canal Deck Retained Ch : 18.3 Retained Canal Deck
29 18.730 18.730 Ch:18.73 Rows of mm 0.00 0.00 0.00 Pipe Culvert 1 Rows 1200 mm Dia Ch : 18.73 1 Rows 1200 mm Dia Pipe Culvert
30 19.000 19.496 5 Span 7.50 x >10 47.6 >10 7.6 CanaL CC Ch:19.496 5 SpanRows of 7.50 x >10mm CanaL 0.00 0.00 0.00 CanaL Retained Ch : 19.496 Retained CanaL Pending
23 = total no. of CDs
Sl. No. 1000 mm Dia Chainege No L B D Quantity Rate Amount CD Chainages
1000mm Dia Pipe Culvert 1 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 1R/1.0 dia 1000mm Dia Pipe Culvert 1 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 1R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 1R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
2 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 2R/1.0 dia 2 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 2R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 2R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
3 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 3R/1.0 dia 3 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 3R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 3R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
4 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 4R/1.0 dia 4 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 4R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 4R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
5 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 5R/1.0 dia 5 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 5R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 5R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
6 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 6R/1.0 dia 6 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 6R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 6R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
10 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 10R/1.0 dia 10 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 10R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 10R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
1200mm Dia Pipe Culvert 1 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 1R/1.2 dia 1200mm Dia Pipe Culvert 1 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 1R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 1R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
2 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 2R/1.2 dia 2 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 2R/1.2 dia 0
3 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 3R/1.2 dia 3 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 3R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 3R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
4 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 4R/1.2 dia 4 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 4R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 4R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
5 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 5R/1.2 dia 5 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 5R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 5R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
6 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 6R/1.2 dia 6 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 6R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 6R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
9 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 9 R/1.2 dia 9 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 9 R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 9 R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
Widening 1000 mm dia 1 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 1W/1.0 dia Widening 1000 mm dia 1 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 1W/1.0 dia 0
2 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 2W/1.0 dia 2 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 2W/1.0 dia 0
3 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 3WR/1.0 dia 3 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 3WR/1.0 dia 0
4 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 4W/1.0 dia 4 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 4W/1.0 dia 0
5 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 5W/1.0 dia 5 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 5W/1.0 dia 0
6 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 6W/1.0 dia 6 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 6W/1.0 dia 0
8 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 8W/1.0 dia 8 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 8W/1.0 dia 0
14 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 0 14W/1.0 dia 14 Row 900 mm Widening At CH :, , , , ,,,,,,,,,, 14W/1.0 dia 0
Widening 1200 mm dia 1 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 1W/1.2 dia Widening 1200 mm dia 1 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 1W/1.2 dia 0
2 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 2W/1.2 dia 2 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 2W/1.2 dia 0
3 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 3WR/1.2 dia 3 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 3WR/1.2 dia 0
4 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 4W/1.2 dia 4 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 4W/1.2 dia 0
5 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 5W/1.2 dia 5 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 5W/1.2 dia 0
6 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 6W/1.2 dia 6 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 6W/1.2 dia 0
12 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 0 12W/1.2 dia 12 Row 1200 mm Widening At CH :, , , , ,,,,,,,,,, 12W/1.2 dia 0
1200mm Dia Causeway 3 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 3R/1.2 dia 1200mm Dia Causeway 3 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 3R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 3R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
4 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 4R/1.2 dia 4 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 4R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 4R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
5 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 5R/1.2 dia 5 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 5R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 5R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
6 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 6R/1.2 dia 6 Row 1.2 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 6R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 6R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
4 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 7R/1.2 dia 4 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 7R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 7R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
5 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 8R/1.2 dia 5 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 8R/1.2 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 8R/1.2 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
12 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 12R/1.0 dia 12 Row 1.0 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 12R/1.0 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 12R/1.0 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
Deck Slab One Vent Deck Slab New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab (1.20 X 1.00) (Road Width 7.50m) Deck Slab One Vent Deck Slab New CD At CH :, , , , ,,,,,,,,,, Deck Slab (1.20 X 1.00) (Road Width 7.50m) 0
New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab (1.20 X 1.00) (Road Width 7.50m) 0 New CD At CH :, , , , ,,,,,,,,,, Deck Slab (1.20 X 1.00) (Road Width 7.50m) 0
New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab (1.20 X 1.00) (Road Width 7.50m) 0 New CD At CH :, , , , ,,,,,,,,,, Deck Slab (1.20 X 1.00) (Road Width 7.50m) 0
Box Culvert As per Morth SD New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 3 vent of 3.0 x 3.0 m size Write Box sizes here….. Box Culvert As per Morth SD 0 New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 3 vent of 3.0 x 3.0 m size 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 3 vent of 1.0 x 1.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 3 vent of 1.0 x 1.0 m size 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 3 vent of 1.0 x 1.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 3 vent of 1.0 x 1.0 m size 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
Box Culvert As per Morth SD (Low Cost) New CD At CH :6.72, , , , ,,,,,,,,,, 1 Box Culvert, 1 vent of 1.5x 1.5 m size Box Culvert As per Morth SD (Low Cost) 0 New CD At CH :6.72, , , , ,,,,,,,,,, Box Culvert, 1 vent of 1.5x 1.5 m size 6.72 1
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 3 vent of 3.0 x 3.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 3 vent of 3.0 x 3.0 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 2 vent of 3.0 x 1.5 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 2 vent of 3.0 x 1.5 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 1 vent of 3.0 x 2.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 1 vent of 3.0 x 2.0 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 1 vent of 4.0 x 2.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 1 vent of 4.0 x 2.0 m size 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 1 vent of 3.0 x 2.5 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 1 vent of 3.0 x 2.5 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 5 vent of 3.0 x 3 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 5 vent of 3.0 x 3 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 2 vent of 5.0 x 2.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 2 vent of 5.0 x 2.0 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 2 vent of 5.0 x 2.5 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 2 vent of 5.0 x 2.5 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 1vent of 3.0 x 2.0 m size New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 1vent of 3.0 x 2.0 m size 0
Village Limit New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert, 4vent of 1.0 x 1.0 m size Village Limit New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 4vent of 1.0 x 1.0 m size 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert (2.00 X 2.00, 1 Vent) New CD At CH :, , , , ,,,,,,,,,, Box Culvert, 4vent of 1.0 x 1.0 m size 0
750mm Dia Pipe Culvert 1 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 1R/0.75 dia 750mm Dia Pipe Culvert Pipe Culvert New CD At CH :, , , , ,,,,,,,,,, 1R/0.75 dia 0
2 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 1R/0.75 dia New CD At CH :, , , , ,,,,,,,,,, 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 1R/0.75 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
2 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 2R/0.75 dia New CD At CH :, , , , ,,,,,,,,,, 2R/0.75 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 2R/0.75 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
3 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 3R/0.75 dia New CD At CH :, , , , ,,,,,,,,,, 3R/0.75 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 3R/0.75 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
4 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 4R/0.75 dia New CD At CH :, , , , ,,,,,,,,,, 4R/0.75 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 4R/0.75 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
5 Row 0.75 m Dia CD New CD At CH :, , , , ,,,,,,,,,, 0 5R/0.75 dia New CD At CH :, , , , ,,,,,,,,,, 5R/0.75 dia 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 5R/0.75 dia Recon CD At CH :, , , , ,,,,,,,,,, 0
Box Culvert as per BTDA Box Culvert as per BTDA New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert (1.00 X 1.00, 1 Vent) Box Culvert as per BTDA New CD At CH :, , , , ,,,,,,,,,, Box Culvert (1.00 X 1.00, 1 Vent) 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert (1.20 X 1.20, 1 Vent) New CD At CH :, , , , ,,,,,,,,,, Box Culvert (1.20 X 1.20, 1 Vent) 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert (1.50 X 1.50, 1 Vent) New CD At CH :, , , , ,,,,,,,,,, Box Culvert (1.50 X 1.50, 1 Vent) 0
Recon CD At CH :, , , , ,,,,,,,,,, 0 Recon CD At CH :, , , , ,,,,,,,,,, 0
New CD At CH :, , , , ,,,,,,,,,, 0 Box Culvert (1.50 X 1.50, 1 Vent) New CD At CH :, , , , ,,,,,,,,,, Box Culvert (1.50 X 1.50, 1 Vent) 0
New CD At CH :, , , , ,,,,,,,,,, 0 New CD At CH :, , , , ,,,,,,,,,, Box Culvert (1.50 X 1.50, 1 Vent) 0
Deck Slab Without Stabilty Deck Slab Without Stabilty New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab (1.20 X 1.00, 1 Vent) Deck Slab (1.20 X 1.00, 1 Vent) 0
New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab (1.20 X 1.50, 1 Vent) Deck Slab (1.20 X 1.50, 1 Vent) 0
New CD At CH :, , , , ,,,,,,,,,, 0 Deck Slab(1.50 X 1.50, 1 Vent) Deck Slab(1.50 X 1.50, 1 Vent) 0
INPUTS HERE Name of work:
Box Size Copy This Paste Here Hydraulics Calculation of Minor Sized Box Culverts
Note: Manning's Coefficient n = 0.035
Ch: Width Height No . Of Vents Free Board Ht. of Vent Without Free Board Bed Slope Bed Slope Wetted Area Wetted Permimeter Hy. Maen Depth (R = A/P) Mannings Coeficient Velocity = (1/n)*(R)^2/3*S^(1/2) Box Discharge Cathment Sl No: Chainage (km) Catchment Area (M) (Sq. Km) Actual Discharge (as per Ryve's Formula) Q1 = CM2/3 (m3/sec) Box Size Provided Bed Slope (S) Wetted Area (A) Wetted Perimeter (P) Hy. Maen Depth (R = A/P) Velocity V = 1/n*R2/3*S1/2 (m/s) Discharge of Box Q2 = A*v m3/sec Remarks
HYDROLOGY DESIGN
Ch: Width Ht Nos of Vent Free Board
Wetted perimeter (P) = 3.90 mtr
Area of water way (A) = 1.80 sqmtr
Hydraulic mean depth R = A / P = 0.462
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 1.71 m / sec
TYPICAL HYDROLOGY DESIGN
At Ch.0.18 km, Size of Box Culvert Provided =1 Vent of 1.5 x 1.5 m
Q1 = C M 2/3 Catchment Area
C = Constant Vent Size
= 8.5 Vent Size
M = Catchment area Free Board
= 0.169 Sq. km Bed Fall
Q1 = 2.60 Cumecs
Size of Box Culvert Provided = 1 Vent of 1.5 x 1.5 m
Wetted perimeter (P) = 3.90 mtr
Area of water way (A) = 1.80 sqmtr
Hydraulic mean depth R = A / P = 1.80
The Provided Discharge is more than Actual Discharge, Hence Safe
Note: The Hydraulic Design of All Minor Box CDs are Tabulated in one Table & Attached
No of Rows 2 Dia 1.2 Road Level m existing 557.896 Existing Invert of PipeBed Level 556.78 (INVERT LEVEL IS 0.15 M BELOW LOWEST GL)
RED ENTRIES TO BE MADE ONLY Lowest Nala Bed(LHS/RHS) 556.930
No of Cds 1 EXist Ht of HW 3.7
Prop Exist Murrum GSB WMM BM +SDBC
Road Level m 558.930 557.896 GL LOWERING 0.15 Top Ht upto Top of Pipe 0.6 0.2 0.25 0.075 1.125
Invert of PipeBed Level 556.73 556.93 Concrete offset 0.2 Ht of Head Wall upto bottom of Pipe 2.565
Height 2.2 0.966
Pipe D 1.2 Pipe tk 0.12
Head wall L H Df Top W Bot W PBW PTW Bed conc Murrum+boulder Boulder Edge wall
Parapet 6.48 0.5 0.4
Wrap Round Pitching 20.23
Embankment 6.48 5 2.00 13 2
Approach Road for CW 0.00 0.6 0.75 1
SUB-ESTIMATE FOR WIDENING OF HUME PIPE CULVERT OF 2 ROWS OF 1200mm Ø
No of Rows 2 Diameter 1200 mm
New CD At CH :, , , , ,,,,,,,,,, Total Nos of New CDs 0
Recon CD At CH :5.24, , , , ,,,,,,,,,, Total Nos of Recons CDs 1
Sl. No. Description of Item Unit Nos of CDS No Length Breadth Depth Quantity Rate Amount No value LBD length breadth depth addition/deduction
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PW,P & IWTD Belagavi Circle 2018-19 Page No 139 Item No18.20.
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PW,P & IWTD Belagavi Circle 2018-19 Page No 140 Item No18.42
PW,P & IWTD Belagavi Circle 2018-19 Page No 140 Item No18.41
(b) Above 600 mm to 900 mm dia Hume pipe m 380.10
PW,P & IWTD Belagavi Circle 2018-19 Page No 140 Item No18.42
(c) Above 900 mm dia Hume pipe m 0 2 7.500 0.00 649.95 0.00
PW,P & IWTD Belagavi Circle 2018-19 Page No 140 Item No18.43
1 Earth work in excavation for foundation of structures like culverts, retaining wall etc, as per drawing as per drawing and technical specifications, inlcuding setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and disposal of balnce earth including labour, HOM complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.15.2
For Headwalls foundation(Up to Nala Bed level) Depth (2.15 +0)/2 1 2 6.68 1.700 1.250 28.390 2 28.39 6.68 1.70 1.25
For Barrel portion(From Murrum bedding upto existing Road Level) 1 1 1.800 3.880 0.300 2.100 1 2.0952 1.80 3.88 0.30
For Apron U/S(Avg length x Width x Depth) 1 1 4.230 1.500 0.300 1.900 1 1.9035 4.23 1.50 0.30
For Apron D/S(Avg length x Width x Depth) 1 1 4.980 3.000 0.300 4.480 1 4.482 4.98 3.00 0.30
For Curtain wall U/S (Length with 0.60 m anchorage) 1 1 6.180 0.450 0.750 2.090 1 2.08575 6.18 0.45 0.75
For Curtain wall D/S (Length with 0.60 m anchorage) 1 1 8.480 0.450 0.750 2.860 1 2.862 8.48 0.45 0.75
2 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PW,P & IWTD Belagavi Circle 2018-19 Page No 147 Item No19.60.
Head Wall(For between heads wall portion) 1 1 6.680 3.103 2.340 48.50 1 48.50319114 6.680 3.103 2.340
Less Back filling -9.15 1 -9.15
3 KSRRB M2100-7 Back filling Marcshy foundation pits of abutmrnt wing wall and return wall using approved materials with raming and watering with all lead and lifts,cost of labour, HOM of machineries, complete as per specifications and directon of the engineer incharge of the work MORTH Specification No. 304
PW,P & IWTD Belagavi Circle 2018-19 Page No 221 Item No27.15
4 KSRRB M2900-1 Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 408
PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.1.
Bedding for Pipe
(i) Type A (Concrete Cradle) bedding
Providing and laying PCC 1:2:4 with OPC @ 240 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.84 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3 lts Confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM curing,form works, scaffolding and centering complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.16
5 Providing and laying in position /RCC M-20 for Substructure/Superstructure works, with 320 kgs, with 20 mm and down size graded granite metal coarse aggregate @ 0.9 cum and fine aggregate @ 0.46 cum with superplastisiser @ 3 lts Confirming to IS 9103-2008 concrete laid in layers, well compacted and and providing weep holes wherever necessary scaffolding, formwork etc,including labour, HOM curing etc complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 257 Item No34.17
For head walls 1 2 6.480 0.950 3.000 36.94 PIPE DIAMETER COST 2 36.936 6.480 0.950 3.000
For Curtain wall U/S(Length with 0.45 m anchorage) CC Bed 1 1 6.180 0.450 0.750 2.09 1 2.08575 6.180 0.450 0.750
For Curtain wall D/S(Length with 0.45 m anchorage) CC Bed 1 1 8.480 0.450 0.750 2.86 1 2.862 8.480 0.450 0.750
6 Providing and laying Reinforced Cement Concrete Pipe NP4 as per design
KSRRB M2900-2.2 Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first clas bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, proection works, backfilling, concrete and masonry works in head walls and parapets, curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 2900 & IS 458-2003. B. 1200mm dia
Providing and laying PCC 1:2:4 with OPC @ 240 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.84 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3 lts Confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM curing,form works, scaffolding and centering complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.16
7 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PW,P & IWTD Belagavi Circle 2018-19 Page No 241 Item No30.1.
Boulder filling below head Wall 1 2 6.680 1.700 0.000 0.00
8 Providing and laying Pitching / Revetment of 30 cm slopes using granite/basalt/ trap/stones of surface area not less then 0.04 sqm and weighed with sbalss including cost of labour, HOM complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.14
9 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500 BBS steel
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. 1 4 6.480 3.000 77.76 0.601 in Kgs
14 KSRRB M2200-8 : Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specification, complete as per specification. MORTH Specification No. 2706 and 2200
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.10. Nos/mtr 2 13 0.00 154.35 0.00
10 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PW,P & IWTD Belagavi Circle 2018-19 Page No 188 Item No24.52 Each 4 5 20.00 2611.35 52227.00 52227 0.00 0
11 KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.1.
For Head Wall Outer Face 1 2 6.480 2.000 25.92 2 25.92 6.480 2.000
Deduct Pipe Culvert -1 2 7.11 -14.22 2 14.21591616 7.108
Parapet wall Side Face 1 4 0.400 0.500 0.80 4 0.8 0.400 0.500
Grand Total Rs 492448.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 1.5x1.5 m, 1 Vent No of Groups 0 Approach Slab 1.00 Curtain Wall D/S
1.5 Length 1.00 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 1.50 Vent 1 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.00 0.20 Box Ht 1.50 Footing 1st 0.600 0.400
1 6 Above GL 2.175 0.30 End Walls (F) 0.25 No Of Outer Walls 2 Footing 2nd
Base Slab 0.30 2.30 Middle Walls (g) 0.00 No Of Inner Walls 0 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.30 Excavation Depth 0.90 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.30 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.30 For Apron D/S 1 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 0 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 1 V, ( 1.5 m x 1.5 m )
SN Description of Work Unit Box No L B D Qty Rate Amount No value LBD length breadth depth addition/deduction
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
3 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 9 4 1.00 2.50 0.15 0.00 0.00
4 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 9 4 1.00 2.50 0.15 13.50 1.00 36 13.5 1.00 2.50 0.15
For Diversions 9 1 0.00 7.50 0.500 0.00 0
5 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
6 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
7 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
8 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 1.5x1.5 m, 1 Vent
9 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 23.33 0.58 Total bbs qty kg/cum Total bbs qty Kg/cum
Returns 0.09 53.42 4.81
KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 9 2 1.00 12.00 0.25 54.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 9 2 12.00 216.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 9 1 0.00 5.40 0.30 0.00
Floor Apron U/S 9 1 0.00 5.40 0.30 0.00
Reuse of Dismantled Stone Masonary Head Wall Qty -25% 43.20 -10.80
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 1 1.00 2.175 0.3 0.00
15 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 9 2 12.00 0.60 1.800 233.28 18
Behind Returns 9 4 1.00 0.60 2.175 46.98 36
16 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 9 4 3.0 108.00 36.80
17 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
17 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 9 4 4.00 144.00 2611.35 376,034.00
18 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 9 2 18.00
19 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 9 4 1.30 0.150 7.02 36
Miiddle Wall 9 4 0.00 0.000 0.00 36
20 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 9 2 7.50
21 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 9 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 104.35
Density of back fill (kN/m3) = 18 2.19
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.2395833333 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 1.725 0.1924086412
Wearing Course 0.075
Wall Height of Wall, H (m) 2.875 Box Top Slab 0.30 2x2
Profile Depth of Water Table below GL, H1 (m) 3.875 Box Ht 1.50
Depth of soil above toe slab, H2 (m) 1.000 Bottom Slab 0.30
Wall thickness at top of base slab, T1 (m) 0.300 Scour Depth 1
Wall thickness at top, T2 (m) 0.200
Base slab width, B (m) 2.300 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 0.800 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.300
Base Heel slab dimension, B2 (m) 1.200
Base Heel slab thickness, D2 (m) 0.300
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 3.18 68.30 53.10 32.01 30.24
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 54.00
Passive pressure at bottom, (kN/m2) = 70.20
Depth of passive resistance (m) = 0.30
Passive Force (kN/m) = 18.63
Passive Moment about Toe (kNm/m) = -1.82
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 14.375 1.000 14.375
Wall (Triangle) 3.594 0.867 3.115
Soil load over Toe Slab 18.000 0.400 7.200
Soil +sub-soil water(if any) over Heel Slab 62.100 1.700 105.570
Surcharge load 7.200 1.700 12.240
Maximum Total = 122.519 - 162.337
Total neglecting surcharge load = 115.319 - 150.097
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 115.319 - 150.097 1
C.G. of vertical loads from Toe: Case: Total load = 162.337 /122.519 1.325 m
Case: Total neglecting surcharge load = 150.097 /115.319 1.302 m
Eccentricity= 0.175 < B/6 0.38 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 68.30 kNm
Resisting Moment = 162.337 kNm
Factor of safety against over turning = 2.38 > 1.5, Section O.K.
Horizontal Sliding Force = 53.10 kN
Resisting Force = 115.319 x 0.55 +18.63 82.05545 kN
Factor of safety against sliding = 1.55 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 32.01 kNm
Resisting Moment = 150.097 kNm
Factor of safety against over turning = 4.69 > 1.5, Section O.K.
Horizontal Sliding Force = 30.24
Resisting Force = 115.319 x 0.55 +18.63 82.055 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.71 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 244 173.548 565.4866776
0.00 0.000 0.000 0.393 7.854 0.431 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.57 7.698 0.071 0.524 5.890 0.486 Section is OK Percentage Steel provided = 0.430 #REF!
1.73 32.020 0.216 0.382 8.072 0.426 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 104.35 68.82 55.49 2.19
Soil Pressure at P = 104.35 kN/m2 TOE/HEEL 18 18 51.75 51.75
Soil Pressure at Q = 68.82 kN/m2 86.35 50.82 3.74 -49.56
Soil Pressure at R = 55.49 kN/m2
Soil Pressure at S = 2.19 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 64.496 kN/m2
Soil Pressure at Q = 54.51 kN/m2
Soil Pressure at R = 50.76 kN/m2
Soil Pressure at S = 35.782 kN/m2 9.986
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 14.978
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 104.35 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 68.82 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 55.49 kN/m2
Soil Pressure at S = 2.19 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 64.50 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 54.51 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 50.76 kN/m2
Soil Pressure at S = 35.78 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 55.508 0.227 0.464 0.506 Section is OK 5.323
Heel Slab 47.897 0.196 0.464 0.506 Section is OK 5.323
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 1.50
End Walls, f 0.25 2
Middle Walls, g 0.00 0
Top Slab, d 0.30
Bottom Slab, e 0.30
Extra offset, c 0.30
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 2000 2400 328 788.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 1050 1050 122 129.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 1050 1050 162 171.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 4 56.0 0.62 34.72
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 36 455.0 0.62 282.10
Total steel, Kgs 3171.5
Add steel for Wastage etc.. 158.6
Total steel for single group, Tonne 3.34 1.113333333 3330.1
No of group 1 0
Total Steel for 1 groups,Tonne 3.34 3171.48 3330.1
No of Cds 9 30.06
TOTAL CONCRETE QUANTITY 3.330054
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 9 2 2.60 0.90 0.3 12.64
6 KEY WALL (TRIANGLE PORTION) 9 2 2.60 0.405 18.96
7 HAUNCH(TRIANGLE PORTION) 9 4 12.00 0.01125 4.86
8 Brackets Square Portion 9 2 12.00 0.3 0.3 19.44
9 Brackets Triangle Portion 9 2 12.00 0.045 9.72
Total quantity of concret (CUM) for single group 295.66
No of group 1 101.67
Total Quantity of Concrete (Cum) for 1 group 295.66
Estimate BBS sheet Diff qty
concrete qty Box 230.93 230.86 0.07
Curtain wall 23.33 23.33 0.00
Parapet 8.64 8.64 0.00
Total 381.12 381.04 0.08 Kg/cum
Curtain wall 0.58 1.08 -0.50 46.30
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 2300.00 Length
3 Distribution Bar 10 200 900 900 18 17 0.617 10.49 2 20.99 Heel width
5 Distribution Bar 10 200 900 900 12 11 0.617 6.79 2 13.58 Avg th of stem 250.00
Total steel, Kgs 173.83 cover 50
Add 5% for wastages 8.69
Total steel for single group, Tonne 0.19
Total Steel for groups,Tonne 1 0.038 5142
No of Cd's 9 6.8
Concrete Qty 133537.5 760
No of Cds No L B D Qty 1.757072368
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 4000.00
1 10 150 120 550 1340 28 38 0.62 23.46 2 46.91 width of under box curtain wall 200
2 8 150 3950 3950 4 16 0.395 6.32 4 25.28 depth of under box curtain wall 600
Total steel, Kgs 72.20 cover 25
Add 5% for wastages 3.610
Total steel for single group, Tonne 0.08
No of Cd's 9 0.72 0.036
No of Cds No L B D Qty
Parapet wall 9 2 4.00 0.20 0.60 8.64
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 5400.00
1 10 150 320 520 1680 36 61 0.62 37.65 2 75.31 width of under box curtain wall 400
2 8 150 5320 5320 4 22 0.395 8.69 4 34.77 depth of under box curtain wall 600
Total steel, Kgs 110.07 cover 40
Add 5% for wastages 5.504
Total steel for single group, Tonne 0.12
No of Cd's 9 1.1
No of Cds No L B D Qty
Curtain Wall D/S 9 1 5.40 0.40 0.60 11.66
Curtain Wall U/S 9 1 5.40 0.40 0.60 11.66
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 3x1.5 m, 2 Vent No of Groups 1 Approach Slab 1.00 Curtain Wall D/S
1.5 Length 1.00 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 3.00 Vent 2 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.00 0.30 Box Ht 1.50 Footing 1st 0.600 0.400
1 6 Above GL 2.475 0.40 End Walls (F) 0.40 No Of Outer Walls 2 Footing 2nd
Base Slab 0.30 2.50 Middle Walls (g) 0.30 No Of Inner Walls 1 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.45 Excavation Depth 1.05 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.45 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.30 For Apron D/S 3 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 1 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 2 V, ( 3 m x 1.5 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 3
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
3 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Curtain Wall D/S 3 1 0.60 14.500 0.75 19.58
Curtain Wall U/S 3 1 0.60 14.500 0.75 19.58
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 3 4 1.00 2.70 0.15 0.00 0.00
4 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 3 4 1.00 2.70 0.15 4.86 1.00
For Diversions 3 1 0.00 7.50 0.500 0.00
5 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 3 1 0.00 14.50 0.00 0.00
Floor Apron U/S 3 1 0.00 13.00 0.00 0.00
Curtain Wall D/S 3 1 0.60 14.50 0.15 3.92
Curtain Wall U/S 3 1 0.60 14.50 0.15 3.92
6 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 3 1 0.40 14.50 0.60 10.44
Curtain Wall U/S 3 1 0.40 14.50 0.60 10.44
Parpet Wall Ch : 0 32 0.30 1.20 0.00
KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Return Wall Base Slab 3 4 1.00 2.50 0.30 9.00 12.00
Return vertical wall 3 4 1.00 0.35 3.48 14.60 12.00
7 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x1.5 m, 2 Vent
Parapet Wall 3 2 9 0.20 0.60 6.55
8 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 20.88 0.52 Total bbs qty kg/cum Total bbs qty Kg/cum
Returns 0.09 23.60 2.12
KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 0.00 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
9 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
10 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 3 2 1.00 12.00 0.25 18.00
11 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 3 2 12.00 72.00
12 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
13 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 3 1 0.00 14.50 0.30 0.00
Floor Apron U/S 3 1 0.00 13.00 0.30 0.00
Reuse of Dismantled Stone Masonary Head Wall Qty -25% 17.92 -4.48
14 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 1 1.00 2.475 0.3 0.00
15 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 3 2 12.00 0.60 1.950 84.24 6.00
16 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 3 4 3.0 36.00 36.80
17 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
18 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 3 4 4.00 48.00 2611.35 125,345.00
19 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 3 4 12.00
20 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 3 4 1.45 0.150 2.61
Miiddle Wall 3 4 0.00 0.300 0.00
Parpet Wall 3 2 9.10 1.40 76.44
For Top Slab 3 2 7.10 0.450 19.17
21 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 3 2 7.50
22 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 3 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 106.36
Density of back fill (kN/m3) = 18 5.89
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.2645833333 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 1.905 0.2621287585
Wearing Course 0.075
Wall Height of Wall, H (m) 3.175 Box Top Slab 0.45 2x2
Profile Depth of Water Table below GL, H1 (m) 4.175 Box Ht 1.50
Depth of soil above toe slab, H2 (m) 1.000 Bottom Slab 0.45
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 1
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 2.500 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 0.900 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.300
Base Heel slab dimension, B2 (m) 1.200
Base Heel slab thickness, D2 (m) 0.300
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 3.48 85.44 61.25 41.96 36.23
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 54.00
Passive pressure at bottom, (kN/m2) = 70.20
Depth of passive resistance (m) = 0.30
Passive Force (kN/m) = 18.63
Passive Moment about Toe (kNm/m) = -1.82
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 23.813 1.150 27.384
Wall (Triangle) 3.969 0.967 3.836
Soil load over Toe Slab 18.000 0.450 8.100
Soil +sub-soil water(if any) over Heel Slab 68.580 1.900 130.302
Surcharge load 7.200 1.900 13.680
Maximum Total = 140.311 - 206.740
Total neglecting surcharge load = 133.111 - 193.060
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 133.111 - 193.060 1
C.G. of vertical loads from Toe: Case: Total load = 206.74 /140.311 1.473 m
Case: Total neglecting surcharge load = 193.06 /133.111 1.450 m
Eccentricity= 0.223 < B/6 0.42 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 85.44 kNm
Resisting Moment = 206.740 kNm
Factor of safety against over turning = 2.42 > 1.5, Section O.K.
Horizontal Sliding Force = 61.25 kN
Resisting Force = 133.111 x 0.55 +18.63 91.84105 kN
Factor of safety against sliding = 1.50 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 41.96 kNm
Resisting Moment = 193.060 kNm
Factor of safety against over turning = 4.601 > 1.5, Section O.K.
Horizontal Sliding Force = 36.23
Resisting Force = 133.111 x 0.55 +18.63 91.841 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.54 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 344 121.99 753.9822369
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.64 8.673 0.042 0.272 11.344 0.368 Section is OK Percentage Steel provided = 0.430 #REF!
1.91 36.905 0.149 0.228 13.526 0.341 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 106.36 70.19 54.11 5.89
Soil Pressure at P = 106.36 kN/m2 TOE/HEEL 18 18 57.15 57.15
Soil Pressure at Q = 70.19 kN/m2 88.36 52.19 -3.04 -51.26
Soil Pressure at R = 54.11 kN/m2
Soil Pressure at S = 5.89 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 66.226 kN/m2
Soil Pressure at Q = 56.88 kN/m2
Soil Pressure at R = 52.73 kN/m2
Soil Pressure at S = 40.263 kN/m2 9.346
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 12.467
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 106.36 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 70.19 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 54.11 kN/m2
Soil Pressure at S = 5.89 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 66.23 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 56.88 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 52.73 kN/m2
Soil Pressure at S = 40.26 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 66.571 0.273 0.464 0.506 Section is OK 5.323
Heel Slab 54.574 0.224 0.464 0.506 Section is OK 5.323
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 3.00
End Walls, f 0.40 2
Middle Walls, g 0.30 1
Top Slab, d 0.45
Bottom Slab, e 0.45
Extra offset, c 0.30
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 2300 2700 328 886.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 2100 2100 122 257.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 2100 2100 162 341.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 4 56.0 0.62 34.72
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 36 455.0 0.62 282.10
Total steel, Kgs 5505.0
Add steel for Wastage etc.. 275.3
Total steel for single group, Tonne 5.79 1.93 5780.3
No of group 1 0
Total Steel for 1 groups,Tonne 5.79 5505.04 5780.3
No of Cds 3 17.37
TOTAL CONCRETE QUANTITY 5.780292
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 3 2 7.70 0.75 0.3 10.4
6 KEY WALL (TRIANGLE PORTION) 3 2 7.70 0.28125 13
7 HAUNCH(TRIANGLE PORTION) 3 8 12.00 0.01125 3.24
8 Brackets Square Portion 3 2 12.00 0.3 0.3 6.48
9 Brackets Triangle Portion 3 2 12.00 0.045 3.24
Total quantity of concret (CUM) for single group 335.52
No of group 1 51.77
Total Quantity of Concrete (Cum) for 1 group 335.52
Estimate BBS sheet Diff qty
concrete qty Box 220.54 220.50 0.04
Curtain wall 20.88 20.88 0.00
Parapet 6.55 6.55 -0.00
Total 386.59 386.55 0.05 Kg/cum
Curtain wall 0.52 0.96 -0.44 45.98
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 2500.00 Length
3 Distribution Bar 10 200 900 900 20 18 0.617 11.11 2 22.22 Heel width
5 Distribution Bar 10 200 900 900 12 11 0.617 6.79 2 13.58 Avg th of stem 350.00
Total steel, Kgs 184.94 cover 50
Add 5% for wastages 9.25
Total steel for single group, Tonne 0.2
Total Steel for groups,Tonne 1 0.04 5142
No of Cd's 3 2.4
Concrete Qty 58987.5 800
No of Cds No L B D Qty 0.73734375
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 9100.00
1 10 150 120 550 1340 62 84 0.62 51.85 2 103.70 width of under box curtain wall 200
2 8 150 9050 9050 4 37 0.395 14.62 4 58.47 depth of under box curtain wall 600
Total steel, Kgs 162.17 cover 25
Add 5% for wastages 8.109
Total steel for single group, Tonne 0.18
No of Cd's 3 0.54 0.027
No of Cds No L B D Qty
Parapet wall 3 2 9.10 0.20 0.60 6.55
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 14500.00
1 10 150 320 520 1680 98 165 0.62 101.85 2 203.70 width of under box curtain wall 400
2 8 150 14420 14420 4 58 0.395 22.91 4 91.65 depth of under box curtain wall 600
Total steel, Kgs 295.36 cover 40
Add 5% for wastages 14.768
Total steel for single group, Tonne 0.32
No of Cd's 3 1.0
No of Cds No L B D Qty
Curtain Wall D/S 3 1 14.50 0.40 0.60 10.44
Curtain Wall U/S 3 1 14.50 0.40 0.60 10.44
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 3x2 m, 1 Vent No of Groups 0 Approach Slab 1.00 Curtain Wall D/S
2 Length 1.00 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 3.00 Vent 1 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.00 0.30 Box Ht 2.00 Footing 1st 0.600 0.400
1 6 Above GL 2.915 0.40 End Walls (F) 0.42 No Of Outer Walls 2 Footing 2nd
Base Slab 0.40 2.80 Middle Walls (g) No Of Inner Walls 0 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.42 Excavation Depth 1.02 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.42 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.90 For Apron D/S 1 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 0 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 1 V, ( 3 m x 2 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 2
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
Top & Bottom Slab 2 2 9.50 1.50 1.00 57.00
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
3 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 2 4 1.00 3.00 0.15 0.00 0.00
4 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 2 4 1.00 3.00 0.15 3.60 1.00
For Diversions 2 1 0.00 7.50 0.500 0.00
5 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
6 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 2 1 0.40 8.44 0.60 4.05
Curtain Wall U/S 2 1 0.40 8.44 0.60 4.05
Parpet Wall Ch : 0 32 0.30 1.20 0.00
7 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Return Wall Base Slab 2 4 1.00 2.80 0.40 8.96 8.00
Return vertical wall 2 4 1.00 0.35 3.92 10.96 8.00
8 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x2 m, 1 Vent
Parapet Wall 2 2 6 0.20 0.60 2.80
9 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 8.10 0.20 Total bbs qty kg/cum Total bbs qty Kg/cum
Returns 0.09 19.92 1.79
10 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 -0.00023 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 2 2 1.00 12.00 0.25 12.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 2 2 12.00 48.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 2 1 0.00 8.44 0.30 0.00
Floor Apron U/S 2 1 0.00 8.44 0.30 0.00
Reuse of Dismantled Stone Masonary Head Wall Qty -15% 57.00 -8.55
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 1 1.00 2.915 0.3 0.00
16 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 2 2 12.00 0.60 2.420 69.70
Behind Returns 2 4 1.00 0.60 2.915 13.99
17 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 2 4 3.0 24.00 36.80
18 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
19 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 2 4 4.00 32.00 2611.35 83,563.20
20 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 2 2 4.00
21 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 2 4 1.42 2.915 33.11 8.00
22 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 2 2 7.50
23 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 2 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 112.46
Density of back fill (kN/m3) = 18 10.78
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.2929166667 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 2.109 0.3450568163
Wearing Course 0.075
Wall Height of Wall, H (m) 3.515 Box Top Slab 0.42 2x2
Profile Depth of Water Table below GL, H1 (m) 4.515 Box Ht 2.00
Depth of soil above toe slab, H2 (m) 1.000 Bottom Slab 0.42
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 1
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 2.800 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.000 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 1.400
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 3.92 115.18 74.17 60.01 45.98
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 54.00
Passive pressure at bottom, (kN/m2) = 75.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 25.92
Passive Moment about Toe (kNm/m) = -3.38
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 26.363 1.250 32.953
Wall (Triangle) 4.394 1.067 4.687
Soil load over Toe Slab 18.000 0.500 9.000
Soil +sub-soil water(if any) over Heel Slab 88.578 2.100 186.014
Surcharge load 7.200 2.100 15.120
Maximum Total = 172.534 - 286.974
Total neglecting surcharge load = 165.334 - 271.854
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 165.334 - 271.854 1
C.G. of vertical loads from Toe: Case: Total load = 286.974 /172.534 1.663 m
Case: Total neglecting surcharge load = 271.854 /165.334 1.644 m
Eccentricity= 0.263 < B/6 0.47 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 115.18 kNm
Resisting Moment = 286.974 kNm
Factor of safety against over turning = 2.49 > 1.5, Section O.K.
Horizontal Sliding Force = 74.17 kN
Resisting Force = 165.334 x 0.55 +25.92 116.8537 kN
Factor of safety against sliding = 1.58 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 60.01 kNm
Resisting Moment = 271.854 kNm
Factor of safety against over turning = 4.53 > 1.5, Section O.K.
Horizontal Sliding Force = 45.98
Resisting Force = 165.334 x 0.55 +25.92 116.854 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.54 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 1005.309649
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.70 9.816 0.047 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
2.11 42.793 0.175 0.411 7.510 0.439 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 112.46 76.15 61.62 10.78
Soil Pressure at P = 112.46 kN/m2 TOE/HEEL 18 18 63.27 63.27
Soil Pressure at Q = 76.15 kN/m2 94.46 58.15 -1.65 -52.49
Soil Pressure at R = 61.62 kN/m2
Soil Pressure at S = 10.78 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 71.515 kN/m2
Soil Pressure at Q = 62.61 kN/m2
Soil Pressure at R = 59.05 kN/m2
Soil Pressure at S = 46.581 kN/m2 8.905
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 12.469
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 112.46 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 76.15 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 61.62 kN/m2
Soil Pressure at S = 10.78 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 71.52 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 62.61 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 59.05 kN/m2
Soil Pressure at S = 46.58 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 74.167 0.216 0.329 0.440 Section is OK 7.505
Heel Slab 66.728 0.194 0.329 0.440 Section is OK 7.505
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 3.00
End Walls, f 0.42 2
Middle Walls, g 0.00 0
Top Slab, d 0.42
Bottom Slab, e 0.42
Extra offset, c 0.90
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 2740 3140 328 1030.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 2100 2100 122 257.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 2100 2100 162 341.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 9 116.0 0.62 71.92
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 48 606.0 0.62 375.72
Total steel, Kgs 4831.5
Add steel for Wastage etc.. 241.6
Total steel for single group, Tonne 5.08 1.693333333 5073.0
No of group 1 0
Total Steel for 1 groups,Tonne 5.08 4831.46 5073.0
No of Cds 2 10.16
TOTAL CONCRETE QUANTITY 5.073033
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 2 2 5.64 0.78 0.3 5.28
6 KEY WALL (TRIANGLE PORTION) 2 2 5.64 0.3042 6.87
7 HAUNCH(TRIANGLE PORTION) 2 4 12.00 0.01125 1.08
8 Brackets Square Portion 2 2 12.00 0.3 0.3 4.32
9 Brackets Triangle Portion 2 2 12.00 0.045 2.16
Total quantity of concret (CUM) for single group 155.6
No of group 1 65.30
Total Quantity of Concrete (Cum) for 1 group 155.60
Estimate BBS sheet Diff qty
concrete qty Box 116.89 116.89 0.00
Curtain wall 8.10 8.10 0.00
Parapet 2.80 2.80 -0.00
Total 186.43 186.43 -0.00 Kg/cum
steel qty Box 8.18 8.60 -2.10 75.17
Curtain wall 0.20 0.36 -0.16 44.43
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 2800.00 Length
3 Distribution Bar 10 200 900 900 22 20 0.617 12.35 2 24.69 Heel width
5 Distribution Bar 10 200 900 900 14 13 0.617 8.02 2 16.05 Avg th of stem 350.00
Total steel, Kgs 198.37 cover 50
Add 5% for wastages 9.92
Total steel for single group, Tonne 0.21
Total Steel for groups,Tonne 1 0.042 5142
No of Cd's 2 1.7
Concrete Qty 49805 840
No of Cds No L B D Qty 0.5929166667
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 5840.00
1 10 150 120 550 1340 40 54 0.62 33.33 2 66.67 width of under box curtain wall 200
2 8 150 5790 5790 4 24 0.395 9.48 4 37.93 depth of under box curtain wall 600
Total steel, Kgs 104.59 cover 25
Add 5% for wastages 5.230
Total steel for single group, Tonne 0.11
No of Cd's 2 0.22 0.011
No of Cds No L B D Qty
Parapet wall 2 2 5.84 0.20 0.60 2.80
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 8440.00
1 10 150 320 520 1680 56 95 0.62 58.64 2 117.28 width of under box curtain wall 400
2 8 150 8360 8360 4 34 0.395 13.43 4 53.73 depth of under box curtain wall 600
Total steel, Kgs 171.01 cover 40
Add 5% for wastages 8.551
Total steel for single group, Tonne 0.18
No of Cd's 2 0.4
No of Cds No L B D Qty
Curtain Wall D/S 2 1 8.44 0.40 0.60 4.05
Curtain Wall U/S 2 1 8.44 0.40 0.60 4.05
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 3x2.5 m, 1 Vent No of Groups 0 Approach Slab 2.00 Curtain Wall D/S
2.5 Length 2.00 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 3.00 Vent 1 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.50 0.30 Box Ht 2.50 Footing 1st 0.600 0.400
1 6 Above GL 3.415 0.40 End Walls (F) 0.42 No Of Outer Walls 2 Footing 2nd
Base Slab 0.40 3.90 Middle Walls (g) No Of Inner Walls 0 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.42 Excavation Depth 1.02 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.42 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.90 For Apron D/S 1 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 0 Wall
Approch Slab 0.025 2
Diversions 7.5 0.5
ESTIMATE OF BOX CULVERT: 1 V, ( 3 m x 2.5 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 1
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
3 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 1 4 2.00 4.10 0.15 0.00 0.00
4 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 1 4 2.00 4.10 0.15 4.92 1.00
For Diversions 1 1 0.00 7.50 0.500 0.00
5 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 1 1 0.00 8.44 0.00 0.00
Floor Apron U/S 1 1 0.00 8.44 0.00 0.00
Curtain Wall D/S 1 1 0.60 8.44 0.15 0.76
Curtain Wall U/S 1 1 0.60 8.44 0.15 0.76
6 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 1 1 0.40 8.44 0.60 2.03
Curtain Wall U/S 1 1 0.40 8.44 0.60 2.03
Parpet Wall Ch : 0 32 0.30 1.20 0.00
7 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 1 0 12 2.5 0.00 0.00
Return Wall Base Slab 1 4 2.00 3.90 0.40 12.48
Return vertical wall 1 4 2.00 0.35 4.92 13.76
8 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x2.5 m, 1 Vent
Parapet Wall 1 2 8 0.20 0.60 1.88
9 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 4.06 0.10 Total bbs qty kg/cum Total bbs qty Kg/cum
Returns 0.09 26.24 2.36
10 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
11 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
12 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 1 2 2.00 12.00 0.25 12.00
13 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 1 2 12.00 24.00
14 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
15 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 1 1 0.00 8.44 0.30 0.00
Floor Apron U/S 1 1 0.00 8.44 0.30 0.00
Reuse of Dismantled Stone Masonary Head Wall Qty -15% 22.00 -3.30
16 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 2 2.00 3.415 0.3 0.00
16 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 1 2 12.00 0.60 2.920 42.05
Behind Returns 1 4 2.00 0.60 3.415 16.39
17 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 1 4 7.0 28.00 36.80
18 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
18 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 1 4 4.00 16.00 2611.35 41,782.00
19 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 1 2 2.00
20 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 1 4 2.42 3.415 33.06
Miiddle Wall 1 4 0.00 0.420 0.00
Parpet Wall 1 2 7.84 1.40 21.95
For Top Slab 1 2 3.84 0.420 3.23
21 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 1 2 7.50
22 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 1 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 112.14
Density of back fill (kN/m3) = 18 37.34
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.37625 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 2.709 0.4783107703
Wearing Course 0.075
Wall Height of Wall, H (m) 4.515 Box Top Slab 0.42 2x2
Profile Depth of Water Table below GL, H1 (m) 5.515 Box Ht 2.50
Depth of soil above toe slab, H2 (m) 1.500 Bottom Slab 0.42
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 1.5
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 3.900 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.300 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 2.200
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 4.92 205.70 107.86 118.73 72.47
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 81.00
Passive pressure at bottom, (kN/m2) = 102.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 36.72
Passive Moment about Toe (kNm/m) = -4.78
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 33.863 1.550 52.487
Wall (Triangle) 5.644 1.367 7.713
Soil load over Toe Slab 27.000 0.650 17.550
Soil +sub-soil water(if any) over Heel Slab 178.794 2.800 500.623
Surcharge load 7.200 2.800 20.160
Maximum Total = 291.500 - 674.583
Total neglecting surcharge load = 284.300 - 654.423
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 284.300 - 654.423 1
C.G. of vertical loads from Toe: Case: Total load = 674.583 /291.5 2.314 m
Case: Total neglecting surcharge load = 654.423 /284.3 2.302 m
Eccentricity= 0.364 < B/6 0.65 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 205.70 kNm
Resisting Moment = 674.583 kNm
Factor of safety against over turning = 3.28 > 1.5, Section O.K.
Horizontal Sliding Force = 107.86 kN
Resisting Force = 284.3 x 0.55 +36.72 193.085 kN
Factor of safety against sliding = 1.79 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 118.73 kNm
Resisting Moment = 654.423 kNm
Factor of safety against over turning = 5.512 > 1.5, Section O.K.
Horizontal Sliding Force = 72.47
Resisting Force = 284.3 x 0.55 +36.72 193.085 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.66 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 1340.412866
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.90 13.422 0.065 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
2.71 62.281 0.254 0.548 5.633 0.495 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 112.14 87.21 79.54 37.34
Soil Pressure at P = 112.14 kN/m2 TOE/HEEL 27 27 81.27 81.27
Soil Pressure at Q = 87.21 kN/m2 85.14 60.21 -1.73 -43.93
Soil Pressure at R = 79.54 kN/m2
Soil Pressure at S = 37.34 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 78.372 kN/m2
Soil Pressure at Q = 74.72 kN/m2
Soil Pressure at R = 73.60 kN/m2
Soil Pressure at S = 67.423 kN/m2 3.652
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 6.177
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 112.15 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 87.21 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 79.54 kN/m2
Soil Pressure at S = 37.34 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 78.37 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 74.72 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 73.60 kN/m2
Soil Pressure at S = 67.42 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 95.318 0.279 0.588 0.557 Section is OK 4.197
Heel Slab 98.487 0.288 0.588 0.557 Section is OK 4.197
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 3.00
End Walls, f 0.42 2
Middle Walls, g 0.00 0
Top Slab, d 0.42
Bottom Slab, e 0.42
Extra offset, c 0.90
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 3240 3640 328 1194.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 2100 2100 122 257.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 2100 2100 162 341.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 9 116.0 0.62 71.92
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 60 758.0 0.62 469.96
Total steel, Kgs 5121.8
Add steel for Wastage etc.. 256.1
Total steel for single group, Tonne 5.38 1.793333333 5377.9
No of group 1 0
Total Steel for 1 groups,Tonne 5.38 5121.8 5377.9
No of Cds 1 5.38
TOTAL CONCRETE QUANTITY 5.37789
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 1 2 5.64 0.78 0.3 2.64
6 KEY WALL (TRIANGLE PORTION) 1 2 5.64 0.3042 3.44
7 HAUNCH(TRIANGLE PORTION) 1 4 12.00 0.01125 0.54
8 Brackets Square Portion 1 2 12.00 0.3 0.3 2.16
9 Brackets Triangle Portion 1 2 12.00 0.045 1.08
Total quantity of concret (CUM) for single group 82.85
No of group 1 64.94
Total Quantity of Concrete (Cum) for 1 group 82.85
Estimate BBS sheet Diff qty
concrete qty Box 63.49 63.49 0.00
Curtain wall 4.06 4.05 0.01
Parapet 1.88 1.88 -0.00
Total 115.02 115.02 -0.00 Kg/cum
steel qty Box 4.13 4.60 -2.32 71.80
Curtain wall 0.10 0.18 -0.08 44.43
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 3900.00 Length
3 Distribution Bar 10 200 1900 1900 28 54 0.617 33.33 2 66.67 Heel width
5 Distribution Bar 10 200 1900 1900 20 38 0.617 23.46 2 46.91 Avg th of stem 350.00
Total steel, Kgs 429.14 cover 50
Add 5% for wastages 21.46
Total steel for single group, Tonne 0.46
Total Steel for groups,Tonne 2 0.092 5142
No of Cd's 1 1.8
Concrete Qty 65605 1840
No of Cds No L B D Qty 0.356548913
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 7840.00
1 10 150 120 550 1340 52 70 0.62 43.21 2 86.42 width of under box curtain wall 200
2 8 150 7790 7790 4 32 0.395 12.64 4 50.57 depth of under box curtain wall 600
Total steel, Kgs 136.99 cover 25
Add 5% for wastages 6.849
Total steel for single group, Tonne 0.15
No of Cds No L B D Qty
Parapet wall 1 2 7.84 0.20 0.60 1.88
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 8440.00
1 10 150 320 520 1680 56 95 0.62 58.64 2 117.28 width of under box curtain wall 400
2 8 150 8360 8360 4 34 0.395 13.43 4 53.73 depth of under box curtain wall 600
Total steel, Kgs 171.01 cover 40
Add 5% for wastages 8.551
Total steel for single group, Tonne 0.18
No of Cd's 1 0.2
No of Cds No L B D Qty
Curtain Wall D/S 1 1 8.44 0.40 0.60 2.03
Curtain Wall U/S 1 1 8.44 0.40 0.60 2.03
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 3x3 m, 5 Vent No of Groups 2 Approach Slab 7.50 Curtain Wall D/S
3 Length 7.50 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 3.00 Vent 5 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 2.00 0.30 Box Ht 3.00 Footing 1st 0.600 0.400
1 6 Above GL 4.025 0.40 End Walls (F) 0.47 No Of Outer Walls 4 Footing 2nd
Ht Width Length Base Slab 0.40 4.90 Middle Walls (g) 0.40 No Of Inner Walls 3 Length D M-10 Footing 3rd
1.4 0.6 7.5 Murrum 0.15 Top Slab (d) 0.45 Excavation Depth 1.10 Floor Apron D/S 0 0.3 Wall
0.4 Murrum Off 0.10 Bottom Slab, e 0.50 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.45 For Apron D/S 3 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 2 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 5 V, ( 3 m x 3 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 1
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
Top & Bottom Slab 1 2 0.00 2.00 0.25 0.00
3 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
2 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Extra Nala Clean Nala Training (4 Sides ) 4 1 10.00 25.000 0.75 750.00 4.00
Extra Return Toe wall 4 1 7.50 0.800 0.80 19.20 4.00
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 1 4 7.50 5.10 0.15 0.00 0.00
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 1 4 7.50 5.10 0.15 22.95 1.00
For Diversions 1 1 0.00 7.50 0.500 0.00
4 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 1 1 0.00 25.78 0.00 0.00
Floor Apron U/S 1 1 0.00 24.28 0.00 0.00
Curtain Wall D/S 1 1 0.60 25.78 0.15 2.32
Curtain Wall U/S 1 1 0.60 25.78 0.15 2.32
5 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 1 1 0.40 25.78 0.60 6.19
Parpet Wall Ch : 0 32 0.30 1.20 0.00
6 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height. 18.98
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 1 3 12 3.0 0.40 43.20
Return Wall Base Slab 1 4 7.50 4.90 0.40 58.80
Return vertical wall 1 4 7.50 0.35 6.03 63.26
7 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x3 m, 5 Vent
Parapet Wall 0 2 33 0.25 0.75 0.00
8 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 12.37 0.31 Total bbs qty kg/cum Total bbs qty Kg/cum
9 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 1 2 7.50 12.00 0.25 45.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 1 2 12.00 24.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 1 1 0.00 25.78 0.30 0.00
Floor Apron U/S 1 1 0.00 24.28 0.30 0.00
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 8 7.50 4.025 0.3 0.00
16 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 1 2 12.00 0.60 3.500 50.40
Behind Returns 1 4 7.50 0.60 4.025 72.45
17 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 1 4 31.0 124.00 36.80
18 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
19 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 1 4 4.00 16.00 2611.35 41,782.00
20 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 1 10 10.00
21 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 1 4 7.97 4.025 128.32
Miiddle Wall 1 4 1.20 0.470 2.26
Parpet Wall 0 2 33.08 1.75 0.00
22 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 1 2 7.50
23 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 1 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
SR. NO. DESCRIPTION Remarks
CALCULATION OF MAXIMUM SCOUR DEPTH
1 Dischrge by Catchment Area method
By Ryve's Formulae
where Q= Discharge in M3 per sec.
C= Ryve's Constant =8.5
M= Area of Catchment in Sq. Kms=
There fore Q = 8.5 x (1137.5)^0.66
Hence Q= 883.785 M3 / Sec
1 Dischrge by Velocity Area method
by Manning's formula
velocity= (1/n) x R^0.66 x S ^ 0.5
Slope = 1 in 200
Wetted perimeter ( from drwg)= 10.00 Mts
Wetted area from C/s drawing = 12.00 M2
Hydraulic mean depth=R= 1.2000
Therefore Velocity= 3.9876 Mts/Sec
hence Discharge= Area x Velocity= 47.85 M3 / Sec
2 Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discarge=883.785 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 8.88
There fore maximum Scour level=99.38-8.88= 90.505
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discharge= 1392.94 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 3.39
There fore maximum Scour level=99.38-10.31= 95.990
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
HYDROLOGY DESIGN
The maximum flood discharge is calculated based on the catchment area and Ryve's formula
The total catchment area at the site = 0.93 Sq Km
Flood discharge from total Catchment Area:
M = Catchment area Roadlevel @CD point Freeboard = 0.60 m
= 0.93 Sq. km Nala bedlevel @CD pt Slab Thk = 0.50 m
Q1 = 8.50 X 0.93 0.67 Diff in m 0.00 Wearing coat = 0.075
Q1 = 8.10 Cumecs HFL Df=Foundation Depth= 3.00 m
Design flood discharge= 8.10 Cumecs Depth of water 2.00
Length of water way #REF!
NALA DETAILS No of Vents Sqm
RL = 542.980 Ch 240 Length of each ventway
RL = 540.587 Ch 0 Total Ventway Area m
Difference = 2.39 m 240 Catch Discharge = 8.10 H+slab t+WC m
Bed Slope of nala = 1 in 101 AV Discharge= 9.63 Velocity = 1.26 No of Pier
Maximum flood discharge calculation based on cross sectional area at HFL Box Discharge = 10.64 Velocity = 1.77 Road Width 7.50
The probable high flood level mark is RL (HFL) 540.31 m Sill Level 539.964 m
Details of Nala .
Chainage Nala level HFL RL Depth Average depth Length Area Wetted perimeter
9 NALA CHAINAGES & LEVELS
Wetted perimeter (P) = 26.03 mtr
Area of water way (A) = 7.64 sqmtr
Hydraulic mean depth R = A / P = 0.294
n = 0.035 Pertaining to nala
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 1.26 m / sec
The discharge in the nala at a RL of 540.314 m, (HFL) 9.63 Cumecs. which nearly tallies with maximum
flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Regime Width= w= 4.8(Q) ^ 0.5 mtr
Nala Width= L= 26.00 mtr
The Scour depth due to water flowing in the nala is calculated as below.
D = 0.473(Q/f)1/3 f = 1.50 for coarse sand
Scour depth is taken as 1.5 times the normal scour depth from HFL level
Dmax for U/S = 1.5 x 0.88
Scour Depth Level = 539.00 mtr
Depth of foundation as per site condition(hard Strata) = 2.00 mtr
Hard strata Level as per site = 538.00 mtr
Hence provide foundation at a depth = 538.00 mtr
Design Of Ventway.
Catchment Area (C.A) =A= = 0.93 Sqkm OR 93 Ha
Clear Ventway required = A in Ha / 10.90 = 8.53 Sqm
Road Width = 12.00 m
Road level = 543.49 m
Nala bed level = 539.96 m
Foundation Level = 538.00 m
Slab Thickness = 0.45 m
Free Board = 2.00 m
Depth of Foundation = 1.96 m
Bottom of Slab = 542.96 m
Thickness of Wearing Coat = 0.075 m
Depth fo Water = 0.40 m
HFL at site = 540.36 m
Afflux at Site = 0.05 m
Height=H= = 2.40 m 0.06 Afflux
Ht of Box adopted 3.00
Span of vent way adopted = 3.00 m x 3.00
Area of Each Vent = 3.00 x 0.45
No of Vents Provided = Adopt 5 Nos.
No of Vents required = 6.32
Total Ventway provided = 3.00 x 0.45 X 5.00
Provide no of Piers = 4.00
Maximum flood discharge in the Bridge Vents :
The probable high flood level mark is RL+Afflux 540.364 m Sill Level 539.964 m
Details of Nala .
Chainage Nala level Bridge Bed Level HFL RL Depth Average depth Length Area Wetted perimeter
Wetted perimeter (P) = 19.000 mtr
Area of water way (A) = 6.00 sqmtr
Hydraulic mean depth R = A / P = 0.316
R 2/3 = 0.464 Pertaining to revised nala
n = 0.030 Catch Discharge = 8.10
S = 1 in 76 AV Discharge= 9.63 Velocity = 1.26
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 1.77 m / sec Box Discharge = 10.64 Velocity = 1.77
The discharge in the nala at a RL of 540.364 m, (HFL) 10.64 Cumecs.
which is nearly equal to flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Afflux Calculations:
Area of C.S of water flow = A = 6.00 Sq mtr
Area of C.S of unobstructed flow = a = 7.64 Sq mtr
Effective Afflux= 0.06 m
Revised HFL= 540.38 m
Hence the revised HFL adopted is safe
DESIGN OF APRON
Ds=Scour Depth below nala bed level. 1.96 m
Upstream Hard Apron= 1 X Ds
Upstream Launching Apron= 1 X Ds
Downstream Hard Apron= 1.5 X Ds
Downstream Launching Apron= 1.50 X Ds
Structural Design of Cantilever Wall:
Grade of concrete = 20.00 N/mm2
Grade of steel = 415.00 N/mm3
Permissible stress in concrete scbc = 7.00 N/mm2
Using M20 cc and Fe415 grade st:
Permissible stresses are: σcbc = 7 N/mm2
σst = 190 N/mm2
σct = 1.7 N/mm2
σcbt = 1.7 N/mm2
Permissible stress in steel (Bending) sst = 190.00 N/mm2
Permissible stress in steel(Direct tension) ssc = 190.00 N/mm3
k mc/(mc+σcbc) = 0.33
Q 0.5 k j σcbc = 1.03
Minimum Cover to Reinforcement:
Minimum thickness of wall = 200 mm
Minimum thickness of slab = 200 mm
Density of concrete = 25000 N/m3
Density of Water = 10000 N/m3
The tank wall is designed for the following conditions:
c)Soil Pressure are considered independently.
Full ht Walls are provided .
Height of wall = H1 = = 3.00 m
Depth of Soil outside Hs1 = 0.00 m
Length of retaining wall= = 4.50 m
Density of soil (γ1) Ws= 18000.0 N/m3
Angle of internal friction=Phi = 30.0 degrees
Safe Bearing Capacity of Soil(qo) (Assumed) = 120000 N/m2
Coefficient of Active Earth Pressure=Ce = (1-sin (phi))/(1+sin(phi))
Coefficient of Active Earth Pressure=Ce Ce= 0.33
Coefficient of Water Pressure=C C= 1.0
Assumed Thickness of Long Wall at top =T1= = 0.35 m
Assumed Thickness of Long Wall at bottom =T2= = 1.00 m
Depth of Foundation
Minimum Depth of Foundation
d min = (qo/ws)*((1-sin phi)/(1+sin phi))^2
However provide d min at depth of,to accommodate the base slab=
Height including Base slab= H-= 6.0 m
Dimension of base
The ratio of length of Toe to Length of Base = Apha
Alpha= (1- (qo/(2.2 * Ws * H1)
Width of the Base=b=
b= 0.95 H sqrt(Ka/(1-Alpha)*(1+3 Alpha))
Base width from consideration of Sliding
b= 0.7 *H * Ka* (1-Alpha)* Cf
Normally b=0.4 to 0.6 H
Cf=Coefficient of Friction= 0.5
Adopt b = 6.4 m
Width of Toe Slab= aplpha * b
Let the Thickness of wall=ts= H1/12
Effective Ht=H2= 5.3 m
Vertical Cantilever Wall Analysis for Long Wall
The max pressure at the bottom=
The maximum pressure at bottom V1= V1 = Ce *Ws*H2
The fixed moment for the wall at the bottom M4= P1 X h2/6
Depth of wall= = Sqrt (Moment/Q x b)
Total depth with cover = = 430.00 mm
Effective depth d2 e= = 390.00 mm
Area of steel=As= = Moment/(fst*j*d2e)
Using bar diam = 20.00 mm
c/s area of bar = 314.16 mm2
spacing of mm bars = 139.20 mm
say = 130.00 mm
Maximum spacing
So adopt a spacing = 130.00 mm
Distribution Bars
Minimum percentage of steel to be provided on both the faces :
Minimum Percentage of steel to be provided = 0.21
Minimum Area of Steel=Ast= 0.21% X Depth of slab/100 mm2
Thickness of wall = 430.00 mm
Percentage of steel for distribution = 0.21 %
Area of steel = 903.00 mm2
Area on each face at 50 % = 451.50 mm2
Using Diameter of bars = 10.00 mm
c/s area of bar = 78.54 mm2
spacing of mm bars = 173.95 mm
say = 170.00 mm
Maximum spacing
So adopt a spacing = 170.00 mm
Stability Analysis 0.35
A.Stabilty against Overturning (About Toe)
Wt of Concrete = 25000 N/Cum
Wt of wall Rectangular Portion 46375 3.343 155016.6351
Wt of wall Triangular Portion 43062.5 3.73 160810.1641
Wt of Base Slab 112000 3.20 358400
Wt of Soil on Heel 212964 5.28 1125265.436
Earth Pressure 108000 2.00 216000
Disturbing Moment=Md= 1799492.235 216000
Restoring Moment=Mr=
Factor Against Overturning=Mr/Md ='+M/-M Nm
B.Stability Against Sliding
Horizontal Force=Hf= 108000 N
Vertical Force=Vf= 414401 N
Factor of Safety= (Vf*C.f)/Hf
Pressure Distribution
Resultant Distance=x= M/V
Eccentricity=e= b/2-x
Pressure at P1 102456.52 N/Sqm < 120000
Presure at P2 27043.84 N/Sqm < 120000
Pressure at Junction of stem and Toe slab 65131 N/Sqm
Pressure at Junction of stem and Heel slab 76153 N/Sqm
Design of Toe Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 84956.52 N/Sqm
Net upward pressure at P2 9543.84 N/Sqm
Shear force at Junction 149673.3 Nm
Bending Moment at Junction 237058.3 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 500 mm
Effective Depth=de= 460
Area of steel=As= 3047 Sq mm
Adopt a diameter 20 mm
Development Length = Ld = 45*dia
Spacing 120.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 12.00 mm
Spacing= 140.00 mm
Adopt Spacing= 140.00 mm
Check for One Way Shear
Base Pressure = 149673.30 Nm
Base Thickness = 0.70 m
One way shear stress at d = 213819.00 N/Sqm
Percentage Steel provided = 0.37 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Minimum percentage of steel to be provided on both the faces :
Design of Heel Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 84956.52 N/Sqm
Net upward pressure at P2 -7956.16 N/Sqm
Shear force at Junction 85944.8 Nm
Bending Moment at Junction 95928.3 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 350 mm
Effective Depth=de= 310
Area of steel=As= 1830 Sq mm
Adopt a diameter 16 mm
Development Length = Ld = 45*dia
Spacing 120.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 10.00 mm
Spacing= 100.00 mm
Adopt Spacing= 100.00 mm
Check for One Way Shear
Base Pressure 85945 Nm
Base Thickness 0.70 m
One way shear stress at d 122778 N/Sqm
Percentage Steel provided 0.24 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Thickness Main Bars Dist Bars
Width at Top 0.35
Width at H/4 0.51
Width at H/2 0.68
Width at 3H/4 0.84 20# @130mm c/c 10# @170mm c/c
Width at Bottom 1.00
Average Width 0.68
Length Thickness Top Layer Bars Bottom Layer Bars Distr
Toe Slab 3.17 0.7
Length Thickness Top Layer Bars Bottom Layer Bars Distr
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 117.06
Density of back fill (kN/m3) = 18 56.38
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.46875 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 3.375 0.5744228109
Wearing Course 0.075
Wall Height of Wall, H (m) 5.625 Box Top Slab 0.45 2x2
Profile Depth of Water Table below GL, H1 (m) 6.625 Box Ht 3.00
Depth of soil above toe slab, H2 (m) 2.000 Bottom Slab 0.50
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 2
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 4.900 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.700 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 2.800
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 6.03 349.39 152.28 218.71 108.90
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 108.00
Passive pressure at bottom, (kN/m2) = 129.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 47.52
Passive Moment about Toe (kNm/m) = -6.19
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 42.188 1.950 82.266
Wall (Triangle) 7.031 1.767 12.422
Soil load over Toe Slab 36.000 0.850 30.600
Soil +sub-soil water(if any) over Heel Slab 283.500 3.500 992.250
Surcharge load 7.200 3.500 25.200
Maximum Total = 424.919 - 1262.788
Total neglecting surcharge load = 417.719 - 1237.588
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 417.719 - 1237.588 1
C.G. of vertical loads from Toe: Case: Total load = 1262.788 /424.919 2.972 m
Case: Total neglecting surcharge load = 1237.588 /417.719 2.963 m
Eccentricity= 0.522 < B/6 0.82 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 349.39 kNm
Resisting Moment = 1262.788 kNm
Factor of safety against over turning = 3.61 > 1.5, Section O.K.
Horizontal Sliding Force = 152.28 kN
Resisting Force = 417.719 x 0.55 +47.52 277.26545 kN
Factor of safety against sliding = 1.82 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 218.71 kNm
Resisting Moment = 1237.588 kNm
Factor of safety against over turning = 5.659 > 1.5, Section O.K.
Horizontal Sliding Force = 108.90
Resisting Force = 417.719 x 0.55 +47.52 277.265 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.55 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 1340.412866
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
1.13 17.845 0.086 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
3.38 87.708 0.355 0.306 10.095 0.388 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 117.06 96.01 91.05 56.38
Soil Pressure at P = 117.06 kN/m2 TOE/HEEL 36 36 101.25 101.25
Soil Pressure at Q = 96.01 kN/m2 81.06 60.01 -10.20 -44.87
Soil Pressure at R = 91.05 kN/m2
Soil Pressure at S = 56.38 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 84.807 kN/m2
Soil Pressure at Q = 85.11 kN/m2
Soil Pressure at R = 85.19 kN/m2
Soil Pressure at S = 85.690 kN/m2 -0.303
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 -0.500
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 117.06 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 96.01 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 91.05 kN/m2
Soil Pressure at S = 56.38 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 84.81 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 85.11 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 85.19 kN/m2
Soil Pressure at S = 85.69 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 125.398 0.367 0.784 0.622 Section is OK 3.148
Heel Slab 146.385 0.428 0.784 0.622 Section is OK 3.148
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 3.00
End Walls, f 0.47 4
Middle Walls, g 0.40 3
Top Slab, d 0.45
Bottom Slab, e 0.50
Extra offset, c 0.45
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 3850 4250 328 1394.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 2100 2100 122 257.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 2100 2100 162 341.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 6 71.0 0.62 44.02
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 72 909.0 0.62 563.58
Total steel, Kgs 10561.0
Add steel for Wastage etc.. 528.1
Total steel for single group, Tonne 11.09 3.696666667 11089.1
No of group 1 0
Total Steel for 1 groups,Tonne 11.09 10561 11089.1
No of Cds 1 11.09
TOTAL CONCRETE QUANTITY 11.08905
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 1 2 18.44 0.70 0.3 7.75
6 KEY WALL (TRIANGLE PORTION) 1 2 18.44 0.245 9.04
7 HAUNCH(TRIANGLE PORTION) 1 20 12.00 0.01125 2.7
8 Brackets Square Portion 1 2 12.00 0.3 0.3 2.16
9 Brackets Triangle Portion 1 2 12.00 0.045 1.08
Total quantity of concret (CUM) for single group 338.97
No of group 1 32.72
Total Quantity of Concrete (Cum) for 1 group 338.97
Estimate BBS sheet Diff qty
concrete qty Box 248.02 244.25 3.77
Curtain wall 12.37 12.37 0.00
Parapet 0.00 0.00 0.00
Total 480.08 473.41 6.68 Kg/cum
steel qty Box 17.36 7.94 1.41 43.53
Curtain wall 0.31 0.55 -0.24 44.45
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 4900.00 Length
3 Distribution Bar 10 200 7400 7400 32 237 0.617 146.30 2 292.59 Heel width
5 Distribution Bar 10 200 7400 7400 24 178 0.617 109.88 2 219.75 Avg th of stem 350.00
Total steel, Kgs 1903.65 cover 50
Add 5% for wastages 95.18
Total steel for single group, Tonne 2
Total Steel for groups,Tonne 8 0.4 5142
No of Cd's 1 8.0
Concrete Qty 305156.25 8000
No of Cds No L B D Qty 0.3814453125
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 33080.00
1 10 150 170 700 1740 222 387 0.62 238.89 2 477.78 width of under box curtain wall 250
2 8 150 33030 33030 6 199 0.395 78.62 4 314.47 depth of under box curtain wall 750
Total steel, Kgs 792.25 cover 25
Add 5% for wastages 39.612
Total steel for single group, Tonne 0.84
No of Cd's 0 0.00 0
No of Cds No L B D Qty
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 25780.00
1 10 150 320 520 1680 172 289 0.62 178.40 2 356.79 width of under box curtain wall 400
2 8 150 25700 25700 4 103 0.395 40.69 4 162.77 depth of under box curtain wall 600
Total steel, Kgs 519.56 cover 40
Add 5% for wastages 25.978
Total steel for single group, Tonne 0.55
No of Cd's 1 0.6
No of Cds No L B D Qty
Curtain Wall D/S 1 1 25.78 0.40 0.60 6.19
Curtain Wall U/S 1 1 25.78 0.40 0.60 6.19
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 5x2 m, 2 Vent No of Groups 1 Approach Slab 1.50 Curtain Wall D/S
2 Length 1.50 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 5.00 Vent 2 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.50 0.30 Box Ht 2.00 Footing 1st 0.600 0.400
1 6 Above GL 3.145 0.40 End Walls (F) 0.57 No Of Outer Walls 2 Footing 2nd
Base Slab 0.40 3.45 Middle Walls (g) 0.57 No Of Inner Walls 1 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.50 Excavation Depth 1.17 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.57 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.30 For Apron D/S 5 0.6 0.10 Ht Width offest
Toe wall M-15 Thk 0.15 For Apron U/S 3.75 0.6 0.10 M-15 Thick 0.150 0.600 0.100
Ht Width Length Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
1.4 0.6 0 Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
0.4 Width 0.00 M-15 Offset 0.10 Box 0.025 1 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 2 V, ( 5 m x 2 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 1
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
2 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Curtain Wall D/S 1 1 0.60 23.110 0.75 10.40
Curtain Wall U/S 1 1 0.60 23.110 0.75 10.40
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 1 4 1.50 3.65 0.15 0.00 0.00
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 1 4 1.50 3.65 0.15 3.29 1.00
For Diversions 1 1 0.00 7.50 0.500 0.00
4 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 1 1 0.00 23.11 0.00 0.00
Floor Apron U/S 1 1 0.00 20.61 0.00 0.00
Curtain Wall D/S 1 1 0.60 23.11 0.15 2.08
Curtain Wall U/S 1 1 0.60 23.11 0.15 2.08
5 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 1 1 0.40 23.11 0.60 5.55
Curtain Wall U/S 1 1 0.40 23.11 0.60 5.55
Parpet Wall Ch : 0 32 0.30 1.20 0.00
6 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 1 1 12 2.0 0.57 13.68
Return Wall Base Slab 1 4 1.50 3.45 0.40 8.28
Return vertical wall 1 4 1.50 0.35 4.64 9.75
7 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 5x2 m, 2 Vent
Parapet Wall 0 2 15 0.25 0.75 0.00
8 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 11.09 0.28 Total bbs qty kg/cum Total bbs qty Kg/cum
Returns 0.09 18.03 1.62
9 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
9 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
10 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 1 2 1.50 12.00 0.25 9.00
11 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 1 2 12.00 24.00
12 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
13 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 1 1 0.00 23.11 0.30 0.00
Floor Apron U/S 1 1 0.00 20.61 0.30 0.00
Reuse of Dismantled Stone Masonary Head Wall Qty -15% 337.50 -50.63
14 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 2 1.50 3.145 0.3 0.00
15 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 1 2 12.00 0.60 2.570 37.01
Behind Returns 1 4 1.50 0.60 3.145 11.32
16 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 1 4 5.0 20.00 36.80
17 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
18 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 1 4 4.00 16.00 2611.35 41,782.00
19 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 1 4 4.00
20 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 1 4 2.07 3.145 26.04
Miiddle Wall 1 4 0.57 0.570 1.30
Parpet Wall 0 2 0.00 0.00 0.00
21 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 1 2 7.50
22 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 1 2 0.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 119.91
Density of back fill (kN/m3) = 18 23.39
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.35375 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 2.547 0.4479865309
Wearing Course 0.075
Wall Height of Wall, H (m) 4.245 Box Top Slab 0.50 2x2
Profile Depth of Water Table below GL, H1 (m) 5.245 Box Ht 2.00
Depth of soil above toe slab, H2 (m) 1.500 Bottom Slab 0.57
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 1.5
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 3.450 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.200 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 1.850
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 4.64 177.89 98.17 100.22 64.73
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 81.00
Passive pressure at bottom, (kN/m2) = 102.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 36.72
Passive Moment about Toe (kNm/m) = -4.78
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 31.838 1.450 46.164
Wall (Triangle) 5.306 1.267 6.721
Soil load over Toe Slab 27.000 0.600 16.200
Soil +sub-soil water(if any) over Heel Slab 141.359 2.525 356.930
Surcharge load 7.200 2.525 18.180
Maximum Total = 247.202 - 503.708
Total neglecting surcharge load = 240.002 - 485.528
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 240.002 - 485.528 1
C.G. of vertical loads from Toe: Case: Total load = 503.708 /247.202 2.038 m
Case: Total neglecting surcharge load = 485.528 /240.002 2.023 m
Eccentricity= 0.313 < B/6 0.58 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 177.89 kNm
Resisting Moment = 503.708 kNm
Factor of safety against over turning = 2.83 > 1.5, Section O.K.
Horizontal Sliding Force = 98.17 kN
Resisting Force = 240.002 x 0.55 +36.72 168.7211 kN
Factor of safety against sliding = 1.72 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 100.22 kNm
Resisting Moment = 485.528 kNm
Factor of safety against over turning = 4.845 > 1.5, Section O.K.
Horizontal Sliding Force = 64.73
Resisting Force = 240.002 x 0.55 +36.72 168.721 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.61 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 1340.412866
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.85 12.413 0.060 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
2.55 56.700 0.230 0.229 13.461 0.342 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 119.91 86.34 75.15 23.39
Soil Pressure at P = 119.91 kN/m2 TOE/HEEL 27 27 76.41 76.41
Soil Pressure at Q = 86.34 kN/m2 92.91 59.34 -1.26 -53.02
Soil Pressure at R = 75.15 kN/m2
Soil Pressure at S = 23.39 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 81.623 kN/m2
Soil Pressure at Q = 73.24 kN/m2
Soil Pressure at R = 70.44 kN/m2
Soil Pressure at S = 57.508 kN/m2 8.383
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 12.932
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 119.91 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 86.34 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 75.15 kN/m2
Soil Pressure at S = 23.39 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 81.62 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 73.24 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 70.44 kN/m2
Soil Pressure at S = 57.51 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 91.091 0.265 0.438 0.495 Section is OK 5.629
Heel Slab 91.920 0.267 0.438 0.495 Section is OK 5.629
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 5.00
End Walls, f 0.57 2
Middle Walls, g 0.57 1
Top Slab, d 0.50
Bottom Slab, e 0.57
Extra offset, c 0.30
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 2970 3370 328 1106.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 3500 3500 122 427.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 3500 3500 162 567.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 4 56.0 0.62 34.72
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 48 606.0 0.62 375.72
Total steel, Kgs 7932.1
Add steel for Wastage etc.. 396.6
Total steel for single group, Tonne 8.33 2.776666667 8328.7
No of group 1 0
Total Steel for 1 groups,Tonne 8.33 7932.1 8328.7
No of Cds 1 8.33
TOTAL CONCRETE QUANTITY 8.328705
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 1 2 12.31 0.63 0.3 4.66
6 KEY WALL (TRIANGLE PORTION) 1 2 12.31 0.19845 4.89
7 HAUNCH(TRIANGLE PORTION) 1 8 12.00 0.01125 1.08
8 Brackets Square Portion 1 2 12.00 0.3 0.3 2.16
9 Brackets Triangle Portion 1 2 12.00 0.045 1.08
Total quantity of concret (CUM) for single group 209.38
No of group 1 39.78
Total Quantity of Concrete (Cum) for 1 group 209.38
Estimate BBS sheet Diff qty
concrete qty Box 139.12 139.12 -0.00
Curtain wall 11.09 11.09 0.00
Parapet 0.00 0.00 0.00
Total 238.50 238.51 -0.01 Kg/cum
steel qty Box 10.43 6.18 2.89 47.97
Curtain wall 0.28 0.50 -0.22 45.07
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 3450.00 Length
3 Distribution Bar 10 200 1400 1400 26 37 0.617 22.84 2 45.68 Heel width
5 Distribution Bar 10 200 1400 1400 18 26 0.617 16.05 2 32.10 Avg th of stem 350.00
Total steel, Kgs 318.17 cover 50
Add 5% for wastages 15.91
Total steel for single group, Tonne 0.34
Total Steel for groups,Tonne 1 0.068 5142
No of Cd's 1 1.4
Concrete Qty 45086.25 1360
No of Cds No L B D Qty 0.3315165441
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 14710.00
1 10 150 170 700 1740 98 171 0.62 105.56 2 211.11 width of under box curtain wall 250
2 8 150 14660 14660 6 88 0.395 34.77 4 139.06 depth of under box curtain wall 750
Total steel, Kgs 350.17 cover 25
Add 5% for wastages 17.509
Total steel for single group, Tonne 0.37
No of Cd's 0 0.00 0
No of Cds No L B D Qty
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 23110.00
1 10 150 320 520 1680 154 259 0.62 159.88 2 319.75 width of under box curtain wall 400
2 8 150 23030 23030 4 93 0.395 36.74 4 146.96 depth of under box curtain wall 600
Total steel, Kgs 466.72 cover 40
Add 5% for wastages 23.336
Total steel for single group, Tonne 0.5
No of Cd's 1 0.5
No of Cds No L B D Qty
Curtain Wall D/S 1 1 23.11 0.40 0.60 5.55
Curtain Wall U/S 1 1 23.11 0.40 0.60 5.55
SR. NO. DESCRIPTION Remarks
CALCULATION OF MAXIMUM SCOUR DEPTH
1 Dischrge by Catchment Area method
By Ryve's Formulae
where Q= Discharge in M3 per sec.
C= Ryve's Constant =8.5
M= Area of Catchment in Sq. Kms=
There fore Q = 8.5 x (1137.5)^0.66
Hence Q= 883.785 M3 / Sec
1 Dischrge by Velocity Area method
by Manning's formula
velocity= (1/n) x R^0.66 x S ^ 0.5
Slope = 1 in 200
Wetted perimeter ( from drwg)= 10.00 Mts
Wetted area from C/s drawing = 12.00 M2
Hydraulic mean depth=R= 1.2000
Therefore Velocity= 3.9876 Mts/Sec
hence Discharge= Area x Velocity= 47.85 M3 / Sec
2 Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discarge=883.785 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 8.88
There fore maximum Scour level=99.38-8.88= 90.505
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discharge= 1392.94 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 3.39
There fore maximum Scour level=99.38-10.31= 95.990
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
HYDROLOGY DESIGN
The maximum flood discharge is calculated based on the catchment area and Ryve's formula
The total catchment area at the site = 0.37 Sq Km
Flood discharge from total Catchment Area:
M = Catchment area Roadlevel @CD point Freeboard = 0.60 m
= 0.37 Sq. km Nala bedlevel @CD pt Slab Thk = 0.50 m
Q1 = 8.50 X 0.37 0.67 Diff in m 0.00 Wearing coat = 0.075
Q1 = 4.38 Cumecs HFL Df=Foundation Depth= 3.00 m
Design flood discharge= 4.38 Cumecs Depth of water 2.00
Length of water way #REF!
NALA DETAILS No of Vents Sqm
RL = 538.415 Ch 175 Length of each ventway
RL = 537.566 Ch 0 Total Ventway Area m
Difference = 0.85 m 175 Catch Discharge = 4.38 H+slab t+WC m
Bed Slope of nala = 1 in 207 AV Discharge= 6.95 Velocity = 0.92 No of Pier
Maximum flood discharge calculation based on cross sectional area at HFL Box Discharge = 9.01 Velocity = 1.45 Road Width 7.50
The probable high flood level mark is RL (HFL) 537.91 m Sill Level 537.305 m
Details of Nala .
Chainage Nala level HFL RL Depth Average depth Length Area Wetted perimeter
9 NALA CHAINAGES & LEVELS
Wetted perimeter (P) = 24.06 mtr
Area of water way (A) = 7.55 sqmtr
Hydraulic mean depth R = A / P = 0.314
n = 0.035 Pertaining to nala
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 0.92 m / sec
The discharge in the nala at a RL of 537.905 m, (HFL) 6.95 Cumecs. which nearly tallies with maximum
flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Regime Width= w= 4.8(Q) ^ 0.5 mtr
Nala Width= L= 24.00 mtr
The Scour depth due to water flowing in the nala is calculated as below.
D = 0.473(Q/f)1/3 f = 1.50 for coarse sand
Scour depth is taken as 1.5 times the normal scour depth from HFL level
Dmax for U/S = 1.5 x 0.79
Scour Depth Level = 536.80 mtr
Depth of foundation as per site condition(hard Strata) = 2.00 mtr
Hard strata Level as per site = 535.40 mtr
Hence provide foundation at a depth = 535.40 mtr
Design Of Ventway.
Catchment Area (C.A) =A= = 0.37 Sqkm OR 37 Ha
Clear Ventway required = A in Ha / 10.90 = 3.39 Sqm
Road Width = 12.00 m
Road level = 539.88 m 539.5
Nala bed level = 537.30 m
Foundation Level = 535.40 m
Slab Thickness = 0.50 m
Free Board = 1.00 m
Depth of Foundation = 1.90 m
Bottom of Slab = 539.30 m
Thickness of Wearing Coat = 0.075 m
Depth fo Water = 0.62 m
HFL at site = 537.92 m
Afflux at Site = 0.02 m
Height=H= = 1.62 m 0.03 Afflux
Ht of Box adopted 2.00
Span of vent way adopted = 5.00 m x 2.00
Area of Each Vent = 5.00 x 0.64
No of Vents Provided = Adopt 2 Nos.
No of Vents required = 1.06
Total Ventway provided = 5.00 x 0.64 X 2.00
Provide no of Piers = 1.00
Maximum flood discharge in the Bridge Vents :
The probable high flood level mark is RL+Afflux 537.925 m Sill Level 537.305 m
Details of Nala .
Chainage Nala level Bridge Bed Level HFL RL Depth Average depth Length Area Wetted perimeter
Wetted perimeter (P) = 12.480 mtr
Area of water way (A) = 6.20 sqmtr
Hydraulic mean depth R = A / P = 0.497
R 2/3 = 0.627 Pertaining to revised nala
n = 0.030 Catch Discharge = 4.38
S = 1 in 207 AV Discharge= 6.95 Velocity = 0.92
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 1.45 m / sec Box Discharge = 9.01 Velocity = 1.45
The discharge in the nala at a RL of 537.925 m, (HFL) 9.01 Cumecs.
which is nearly equal to flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Afflux Calculations:
Area of C.S of water flow = A = 6.20 Sq mtr
Area of C.S of unobstructed flow = a = 7.55 Sq mtr
Effective Afflux= 0.03 m
Revised HFL= 537.94 m
Hence the revised HFL adopted is safe
DESIGN OF APRON
Ds=Scour Depth below nala bed level. 1.90 m
Upstream Hard Apron= 1 X Ds
Upstream Launching Apron= 1 X Ds
Downstream Hard Apron= 1.5 X Ds
Downstream Launching Apron= 1.50 X Ds
Structural Design of Cantilever Wall:
Grade of concrete = 20.00 N/mm2
Grade of steel = 415.00 N/mm3
Permissible stress in concrete scbc = 7.00 N/mm2
Using M20 cc and Fe415 grade st:
Permissible stresses are: σcbc = 7 N/mm2
σst = 190 N/mm2
σct = 1.7 N/mm2
σcbt = 1.7 N/mm2
Permissible stress in steel (Bending) sst = 190.00 N/mm2
Permissible stress in steel(Direct tension) ssc = 190.00 N/mm3
k mc/(mc+σcbc) = 0.33
Q 0.5 k j σcbc = 1.03
Minimum Cover to Reinforcement:
Minimum thickness of wall = 200 mm
Minimum thickness of slab = 200 mm
Density of concrete = 25000 N/m3
Density of Water = 10000 N/m3
The tank wall is designed for the following conditions:
c)Soil Pressure are considered independently.
Full ht Walls are provided .
Height of wall = H1 = = 2.00 m
Depth of Soil outside Hs1 = 0.00 m
Length of retaining wall= = 3.00 m
Density of soil (γ1) Ws= 18000.0 N/m3
Angle of internal friction=Phi = 30.0 degrees
Safe Bearing Capacity of Soil(qo) (Assumed) = 120000 N/m2
Coefficient of Active Earth Pressure=Ce = (1-sin (phi))/(1+sin(phi))
Coefficient of Active Earth Pressure=Ce Ce= 0.33
Coefficient of Water Pressure=C C= 1.0
Assumed Thickness of Long Wall at top =T1= = 0.35 m
Assumed Thickness of Long Wall at bottom =T2= = 1.00 m
Depth of Foundation
Minimum Depth of Foundation
d min = (qo/ws)*((1-sin phi)/(1+sin phi))^2
However provide d min at depth of,to accommodate the base slab=
Height including Base slab= H-= 5.0 m
Dimension of base
The ratio of length of Toe to Length of Base = Apha
Alpha= (1- (qo/(2.2 * Ws * H1)
Width of the Base=b=
b= 0.95 H sqrt(Ka/(1-Alpha)*(1+3 Alpha))
Base width from consideration of Sliding
b= 0.7 *H * Ka* (1-Alpha)* Cf
Normally b=0.4 to 0.6 H
Cf=Coefficient of Friction= 0.5
Adopt b = 5.5 m
Width of Toe Slab= aplpha * b
Let the Thickness of wall=ts= H1/12
Effective Ht=H2= 4.3 m
Vertical Cantilever Wall Analysis for Long Wall
The max pressure at the bottom=
The maximum pressure at bottom V1= V1 = Ce *Ws*H2
The fixed moment for the wall at the bottom M4= P1 X h2/6
Depth of wall= = Sqrt (Moment/Q x b)
Total depth with cover = = 320.00 mm
Effective depth d2 e= = 280.00 mm
Area of steel=As= = Moment/(fst*j*d2e)
Using bar diam = 20.00 mm
c/s area of bar = 314.16 mm2
spacing of mm bars = 187.13 mm
say = 180.00 mm
Maximum spacing
So adopt a spacing = 180.00 mm
Distribution Bars
Minimum percentage of steel to be provided on both the faces :
Minimum Percentage of steel to be provided = 0.24
Minimum Area of Steel=Ast= 0.24% X Depth of slab/100 mm2
Thickness of wall = 320.00 mm
Percentage of steel for distribution = 0.24 %
Area of steel = 768.00 mm2
Area on each face at 50 % = 384.00 mm2
Using Diameter of bars = 10.00 mm
c/s area of bar = 78.54 mm2
spacing of mm bars = 204.53 mm
say = 200.00 mm
Maximum spacing
So adopt a spacing = 200.00 mm
Stability Analysis 0.35
A.Stabilty against Overturning (About Toe)
Wt of Concrete = 25000 N/Cum
Wt of wall Rectangular Portion 37625 2.342 88105.20833
Wt of wall Triangular Portion 34937.5 2.73 95495.83333
Wt of Base Slab 96250 2.75 264687.5
Wt of Soil on Heel 180600 4.33 782600
Earth Pressure 75000 1.67 125000
Disturbing Moment=Md= 1230888.542 125000
Restoring Moment=Mr=
Factor Against Overturning=Mr/Md ='+M/-M Nm
B.Stability Against Sliding
Horizontal Force=Hf= 75000 N
Vertical Force=Vf= 349413 N
Factor of Safety= (Vf*C.f)/Hf
Pressure Distribution
Resultant Distance=x= M/V
Eccentricity=e= b/2-x
Pressure at P1 92290.7 N/Sqm < 120000
Presure at P2 34768.39 N/Sqm < 120000
Pressure at Junction of stem and Toe slab 69630 N/Sqm
Pressure at Junction of stem and Heel slab 67887 N/Sqm
Design of Toe Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 74790.7 N/Sqm
Net upward pressure at P2 17268.39 N/Sqm
Shear force at Junction 99730.7 Nm
Bending Moment at Junction 108041.6 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 350 mm
Effective Depth=de= 310
Area of steel=As= 2061 Sq mm
Adopt a diameter 20 mm
Development Length = Ld = 45*dia
Spacing 160.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 12.00 mm
Spacing= 140.00 mm
Adopt Spacing= 140.00 mm
Check for One Way Shear
Base Pressure = 99730.68 Nm
Base Thickness = 0.70 m
One way shear stress at d = 142472.40 N/Sqm
Percentage Steel provided = 0.28 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Minimum percentage of steel to be provided on both the faces :
Design of Heel Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 74790.7 N/Sqm
Net upward pressure at P2 -231.61 N/Sqm
Shear force at Junction 86985.6 Nm
Bending Moment at Junction 101483.2 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 350 mm
Effective Depth=de= 310
Area of steel=As= 1936 Sq mm
Adopt a diameter 16 mm
Development Length = Ld = 45*dia
Spacing 120.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 10.00 mm
Spacing= 100.00 mm
Adopt Spacing= 100.00 mm
Check for One Way Shear
Base Pressure 86986 Nm
Base Thickness 0.70 m
One way shear stress at d 124265 N/Sqm
Percentage Steel provided 0.24 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Thickness Main Bars Dist Bars
Width at Top 0.35
Width at H/4 0.51
Width at H/2 0.68
Width at 3H/4 0.84 20# @180mm c/c 10# @200mm c/c
Width at Bottom 1.00
Average Width 0.68
Length Thickness Top Layer Bars Bottom Layer Bars Distr
Toe Slab 2.17 0.7
Length Thickness Top Layer Bars Bottom Layer Bars Distr
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 5x2.5 m, 2 Vent No of Groups 1 Approach Slab 5.50 Curtain Wall D/S
2.5 Length 5.50 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 5.00 Vent 2 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 2.00 0.30 Box Ht 2.50 Footing 1st 0.600 0.400
1 6 Above GL 3.645 0.50 End Walls (F) 0.57 No Of Outer Walls 2 Footing 2nd
Base Slab 0.50 4.60 Middle Walls (g) 0.57 No Of Inner Walls 1 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.50 Excavation Depth 1.17 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.57 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.30 For Apron D/S 5 0.6 0.10 Ht Width offest
Toe wall M-15 Thk 0.15 For Apron U/S 3.75 0.6 0.10 M-15 Thick 0.150 0.600 0.100
Ht Width Length Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
1.4 0.6 5 Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
0.4 Width 0.00 M-15 Offset 0.10 Box 0.025 1 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 2 V, ( 5 m x 2.5 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 1
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
Top & Bottom Slab 1 2 0.00 2.00 0.25 0.00
3 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
2 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Curtain Wall D/S 1 1 0.60 23.110 0.75 10.40
Curtain Wall U/S 1 1 0.60 23.110 0.75 10.40
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 1 4 5.50 4.80 0.15 0.00 0.00
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 1 4 5.50 4.80 0.15 15.84 1.00
For Diversions 1 1 0.00 7.50 0.500 0.00
4 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 1 1 0.00 23.11 0.00 0.00
Floor Apron U/S 1 1 0.00 20.61 0.00 0.00
Curtain Wall D/S 1 1 0.60 23.11 0.15 2.08
Curtain Wall U/S 1 1 0.60 23.11 0.15 2.08
5 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 1 1 0.40 23.11 0.60 5.55
Curtain Wall U/S 1 1 0.40 23.11 0.60 5.55
Parpet Wall Ch : 0 32 0.30 1.20 0.00
6 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 1 1 12 2.5 0.57 17.10
Return Wall Base Slab 1 4 5.50 4.60 0.50 50.60
Return vertical wall 1 4 5.50 0.40 5.65 49.68
7 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 5x2.5 m, 2 Vent
Parapet Wall 1 2 23 0.20 0.60 5.45
8 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 11.09 0.28 Total bbs qty kg/cum Total bbs qty Kg/cum
9 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 1 2 5.50 12.00 0.25 33.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 1 2 12.00 24.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 1 1 0.00 23.11 0.30 0.00
Floor Apron U/S 1 1 0.00 20.61 0.30 0.00
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 6 5.50 3.645 0.3 0.00
15 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 1 2 12.00 0.60 3.070 44.21
Behind Returns 1 4 5.50 0.60 3.645 48.11
16 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 1 4 21.0 84.00 36.80
17 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
17 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 1 4 4.00 16.00 2611.35 41,782.00
18 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 1 4 4.00
19 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 1 4 6.07 3.645 88.50
Miiddle Wall 1 4 0.57 0.570 1.30
Parpet Wall 1 2 22.71 1.40 63.59
20 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 1 2 7.50
21 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 1 2 0.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
Width Height Vents/Cells CW STEEL DENSITY
Box Width, a 5.00
End Walls, f 0.57 2
Middle Walls, g 0.57 1
Top Slab, d 0.50
Bottom Slab, e 0.57
Extra offset, c 0.30
STEEL QUANTITY FOR BOX CULVERT (2.0 x 2.00 , 1 Cell )
BAR BENDING SCHEDULE
Nos Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Wieght, Kgs
Inner wall Both bar 2a 0 150 200 3470 3870 328 1270.0 0 0.00 Inner wall vertical bar
Bottom slab top extra bar 3 0 200 3500 3500 122 427.0 0 0.00 Bar not used
Top slab extra bar 7 0 150 3500 3500 162 567.0 0 0.00 Bar not used
extra offset distrbn bar 15 10 250 340 11920 12600 4 56.0 0.62 34.72
extra offset edge distrbn bar 18 10 160 11920 12240 2 25.0 0.62 15.50
end wal distrbn bar inner side 22 10 250 350 11920 12620 60 758.0 0.62 469.96
Total steel, Kgs 8223.1
Add steel for Wastage etc.. 411.2
Total steel for single group, Tonne 8.64 2.88 8634.2
No of group 1 0
Total Steel for 1 groups,Tonne 8.64 8223.06 8634.2
No of Cds 1 8.64
TOTAL CONCRETE QUANTITY 8.634213
SL.NO. COMPONENTS No of Cds NO'S L B D QUANTITY (CUM)
5 KEY WALL (RECTANGULAR PORTION) 1 2 12.31 0.63 0.3 4.66
6 KEY WALL (TRIANGLE PORTION) 1 2 12.31 0.19845 4.89
7 HAUNCH(TRIANGLE PORTION) 1 8 12.00 0.01125 1.08
8 Brackets Square Portion 1 2 12.00 0.3 0.3 2.16
9 Brackets Triangle Portion 1 2 12.00 0.045 1.08
Total quantity of concret (CUM) for single group 219.64
No of group 1 39.34
Total Quantity of Concrete (Cum) for 1 group 219.64
Estimate BBS sheet Diff qty
concrete qty Box 149.38 149.38 -0.00
Curtain wall 11.09 11.09 0.00
Parapet 5.45 5.45 -0.00
Total 336.46 336.46 -0.00 Kg/cum
steel qty Box 10.45 6.49 -1.79 49.06
Curtain wall 0.28 0.50 -0.22 45.07
BBS FOR RETAINING WALL (1)
BAR BENDING SCHEDULE Discription Size (mm)
sl no Bar specification Shape of Bar Bar dia (mm) Spacing (mm) M1 (mm) M2 (mm) Length (mm) No of Bars Total Length (m) Unit Wt (Kg) Weight (Kg) No of sides of Bar Total Wt (Kg) Base slab width 4600.00 Length
3 Distribution Bar 10 200 5400 5400 32 173 0.617 106.79 2 213.58 Heel width
5 Distribution Bar 10 200 5400 5400 24 130 0.617 80.25 2 160.49 Avg th of stem 400.00
Total steel, Kgs 1366.57 cover 50
Add 5% for wastages 68.33
Total steel for single group, Tonne 1.44
Total Steel for groups,Tonne 6 0.288 5142
No of Cd's 1 5.8
Concrete Qty 250690 5760
No of Cds No L B D Qty 0.4352256944
BBS FOR PARAPET WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 22710.00
1 10 150 120 550 1340 152 204 0.62 125.93 2 251.85 width of under box curtain wall 200
2 8 150 22660 22660 4 91 0.395 35.95 4 143.80 depth of under box curtain wall 600
Total steel, Kgs 395.65 cover 25
Add 5% for wastages 19.783
Total steel for single group, Tonne 0.42
No of Cd's 1 0.42 0.021
No of Cds No L B D Qty
BBS FOR CURTAIN WALL
BAR BENDING SCHEDULE Discription Size (mm)
Sl Nos Bar specification Shape Of Bars Bar dia, mm Spacing M1, mm M2, mm Length, mm No of Bars Total Length, m UNIT WT (KG) Weight, Kgs No of Sides of the Bar Total Wieght, Kgs Length of under box curtain wall 23110.00
1 10 150 320 520 1680 154 259 0.62 159.88 2 319.75 width of under box curtain wall 400
2 8 150 23030 23030 4 93 0.395 36.74 4 146.96 depth of under box curtain wall 600
Total steel, Kgs 466.72 cover 40
Add 5% for wastages 23.336
Total steel for single group, Tonne 0.5
No of Cd's 1 0.5
No of Cds No L B D Qty
Curtain Wall D/S 1 1 23.11 0.40 0.60 5.55
Curtain Wall U/S 1 1 23.11 0.40 0.60 5.55
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 114.31
Density of back fill (kN/m3) = 18 52.50
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.42875 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 3.087 0.5457745679
Wearing Course 0.075
Wall Height of Wall, H (m) 5.145 Box Top Slab 0.50 2x2
Profile Depth of Water Table below GL, H1 (m) 6.145 Box Ht 2.50
Depth of soil above toe slab, H2 (m) 2.000 Bottom Slab 0.57
Wall thickness at top of base slab, T1 (m) 0.500 Scour Depth 2
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 4.600 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.600 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.500
Base Heel slab dimension, B2 (m) 2.500
Base Heel slab thickness, D2 (m) 0.500
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 5.65 294.60 136.24 179.88 95.60
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 108.00
Passive pressure at bottom, (kN/m2) = 135.00
Depth of passive resistance (m) = 0.50
Passive Force (kN/m) = 60.75
Passive Moment about Toe (kNm/m) = -9.89
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 38.588 1.950 75.246
Wall (Triangle) 12.863 1.733 22.295
Soil load over Toe Slab 36.000 0.800 28.800
Soil +sub-soil water(if any) over Heel Slab 231.525 3.350 775.609
Surcharge load 7.200 3.350 24.120
Maximum Total = 383.675 - 1058.319
Total neglecting surcharge load = 376.475 - 1034.199
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 376.475 - 1034.199 1
C.G. of vertical loads from Toe: Case: Total load = 1058.319 /383.675 2.758 m
Case: Total neglecting surcharge load = 1034.199 /376.475 2.747 m
Eccentricity= 0.458 < B/6 0.77 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 294.60 kNm
Resisting Moment = 1058.319 kNm
Factor of safety against over turning = 3.59 > 1.5, Section O.K.
Horizontal Sliding Force = 136.24 kN
Resisting Force = 376.475 x 0.55 +60.75 267.81125 kN
Factor of safety against sliding = 1.97 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 179.88 kNm
Resisting Moment = 1034.199 kNm
Factor of safety against over turning = 5.749 > 1.5, Section O.K.
Horizontal Sliding Force = 95.60
Resisting Force = 376.475 x 0.55 +60.75 267.811 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.80 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 442 94.607 1340.412866
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
1.03 15.878 0.070 0.248 12.413 0.354 Section is OK Percentage Steel provided = 0.430 #REF!
3.09 76.223 0.248 0.184 16.733 0.311 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 114.31 92.81 86.10 52.50
Soil Pressure at P = 114.31 kN/m2 TOE/HEEL 36 36 92.61 92.61
Soil Pressure at Q = 92.81 kN/m2 78.31 56.81 -6.51 -40.11
Soil Pressure at R = 86.10 kN/m2
Soil Pressure at S = 52.50 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 82.328 kN/m2
Soil Pressure at Q = 81.99 kN/m2
Soil Pressure at R = 81.88 kN/m2
Soil Pressure at S = 81.357 kN/m2 0.338
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 0.523
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 114.31 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 92.81 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 86.10 kN/m2
Soil Pressure at S = 52.50 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 82.33 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 81.99 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 81.88 kN/m2
Soil Pressure at S = 81.36 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 97.999 0.222 0.607 0.564 Section is OK 4.068
Heel Slab 120.854 0.273 0.607 0.564 Section is OK 4.068
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
Estimate Amt : Rs 100.00Lakhs
Name of Work : ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದಲ್ಲಿ ಎಸ್.ಸಿ. ಕಾಲೋನಿಯಿಂದ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಕೂಡು ರಸ್ತೆಯಲ್ಲಿ ಸಿ. ಸಿ. ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.
EXECUTIVE ENGINEER
PUBLIC WORKS DEPARTMENT VIJAYAPURA
Name of Work : ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದಲ್ಲಿ ಎಸ್.ಸಿ. ಕಾಲೋನಿಯಿಂದ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಕೂಡು ರಸ್ತೆಯಲ್ಲಿ ಸಿ. ಸಿ. ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು
:: ಸಾಮಾನ್ಯ ವಿವರಣೆ ::
ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದ ಎಸ್. ಸಿ ಕಾಲೋನಿಯಲ್ಲಿ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಸಂಪರ್ಕ ಕಲ್ಪಿಸುವ ರಸ್ತೆಯು ಮಣ್ಣಿನ ರಸ್ತೆಯಾಗಿದ್ದು ಸದರಿ ಎಸ್.ಸಿ ಕಾಲೋಣಿಯಲ್ಲಿ ಸಿ.ಸಿ ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು ಅವಶ್ಯವಾಗಿರುತ್ತದೆ. ಪ್ರಸ್ತುತ 66.00 ಮೀ ಸಿ.ಸಿ ರಸ್ತೆ ಇದ್ದು ಸಂಪೂರ್ಣ ಹಾಳಾಗಿರುತ್ತದೆ. ಆದ್ದರಿಂದ ಅದನ್ನು ತೆರವುಗೊಳಿಸಿ ಹೂಸ ಸಿ.ಸಿ ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ಮರು ನಿರ್ಮಾಣ ಮಾಡುವುದು ಅವಶ್ಯಕತೆ ಇರುತ್ತದೆ. ಅದರಂತೆ 2023-24ರ ಎಕರೂಪ ದರಪಟ್ಟಿ ಅನ್ವಯ 100.00 ಲಕ್ಷ ರೂಗಳಿಗೆ ಅಂದಾಜು ಪತ್ರಿಕೆ ತಯಾರಿಸಿ ಆದರಪೂರಕವಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.
ಸದರಿ ಕಾಮಗಾರಿಯ ಅಂದಾಜು ಪತ್ರಿಯನ್ನು ೨೦೨೩-೨೪ ನೇ ಸಾಲಿನ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಬೆಳಗಾವಿ ವೃತ್ತ ಬೆಳಗಾವಿ ದರ ಪಟ್ಟಿಯಂತೆ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ.
1 Earth work excavation for Foundation by mechanical means for all works
2 Compacting Original Ground Loosening, leveling and Compacting original ground supporting
3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC,
4 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification
5 Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division,B. Bagewadi PWD Division Vijayapur
Name of Work : ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದಲ್ಲಿ ಎಸ್.ಸಿ. ಕಾಲೋನಿಯಿಂದ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಕೂಡು ರಸ್ತೆಯಲ್ಲಿ ಸಿ. ಸಿ. ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು
PWD CODE PARA -133
C E R T I F I C A T E
This to Certity that I Shri. S.G. Doddamani Asst. Executive-Engineer, PWD Sub-Division,Bijapur have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.
Assistant-Execuive-Engineer,
Section Officer PWD Sub Division, B.Bagewadi
C E R T I F I C A T E
(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-6-1991)
Certified that, sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work are in sufficient quantity are including while preparing the estimate, and specification of items including are completed and correct.
Section Officer Assistant-Execuive-Engineer
PWD Sub Division, B. Bagewadi
C E R T I F I C A T E
Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past three years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.
Section Officer Assistant-Execuive-Engineer
PWD Sub Division, B.Bagewadi
Name of Work : ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದಲ್ಲಿ ಎಸ್.ಸಿ. ಕಾಲೋನಿಯಿಂದ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಕೂಡು ರಸ್ತೆಯಲ್ಲಿ ಸಿ. ಸಿ. ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.
C E R T I F I C A T E
Certified that the work proposed in this estimate coming under the major Irrigation command area of U.K.P. hence the area weightage of 5% is considered in the rate analysis.
Assistant-Executive-Engineer, PWD Sub-Dn, B Bagewadi
Name of Work : ಬಸವನ ಬಾಗೇವಾಡಿ ತಾಲೂಕಿನ ವಡವಡಗಿ ಗ್ರಾಮದಲ್ಲಿ ಎಸ್.ಸಿ. ಕಾಲೋನಿಯಿಂದ ಗ್ರಾಮ ಪಂಚಾಯತಿಗೆ ಕೂಡು ರಸ್ತೆಯಲ್ಲಿ ಸಿ. ಸಿ. ರಸ್ತೆ ಮತ್ತು ಚರಂಡಿ ನಿರ್ಮಾಣ ಮಾಡುವುದು.
Sl. No Description Length km / No of CDs Total Amount (Rs.) GST18%
3 Tender Premium 5% 403,166.49
5 QA/Plantation Charges 80633.30 483597.08
Miscellaneous and Rounding off 1470.99
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD, Sub-Division PWD, Sub-Division PWD, Division
Basavana Bagewadi Basavana Bagewadi Vijayapur #REF!
GENERAL ABSTRACT
SL. No. Page No Item No. SR 2023-24 DESCRIPTION OF WORK Unit Quantity Basic Rate Area weightage 3% Final rate Amount
1 Vol 03 Page no 12 Item no 2.19 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 59.14 591.15 34958.25
2 Vol 01 Page no 08 Item no 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth Cum 540.64 99.75 53928.84
3 Vol 03 Page NO 17 Item code 3.7 (305.3.4) Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 313.88 110.25 34605.27
4 Vol 03 Item code 4.1 Page no 23 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 For Grading -V Material Cum 270.32 2611.35 705900.13
5 Vol 03 Item Code 4.17 Page no 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 46.20 2686.95 124137.09
6 Vol 03 Item code 6.1 Page NO 49 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing Cum 320.48 5119.80 1640793.50
7 Vol 03 Item code 6.6 Page No 51 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 (steelchannel, 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 cuttingshall be paid seperately) Cum 640.96 6654.90 4265524.70
8 Vol 03 Item No. 8.55 page No. 79 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. no. 1.00 6154.05 6154.05
9 Vol 02 Item No. 17.5 page no. 175 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Each 40.00 1179.15 47166.00
Total Amount 6913167.84
Assistant Engineer Assistant Executive Engineer
PWD, Sub-Division PWD, Sub-Division
Basavana Bagewadi Basavana Bagewadi
SN Description of Work Unit No L B D Qty Rate Amount
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. i)By Mechanical Means Prestressed / RCC grade M-20 & above
Vol 03 page no 10 item code 2.8 (ii) b
1 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
Length of Damaged CC Road m3
2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth
Vol 01 Page no 08 Item no 1.12
3 Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
4 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 For Grading -V Material
Vol 03 Item code 4.1 Page no 23
5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing
Vol 03 Item code 6.1 Page NO 49
7 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 (steelchannel, 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 cuttingshall be paid seperately)
Vol 03 Item code 6.6 Page No 51
8 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.
Work Name Board No. 1 1.00 1.00 6154.05 6,154.05
9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
No. of Drain covers Each 40 40.00 1179.15 47,166.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD, Sub-Division PWD, Sub-Division PWD, Division
Basavana Bagewadi Basavana Bagewadi Vijayapur
SL. No. Page No Item No. SR 2023-24 DESCRIPTION OF WORK Unit Quantity Basic Rate Area weightage 5% Final rate Amount
1 Vol 03 page no 10 item code 2.8 (ii) b Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. i)By Mechanical Means Prestressed / RCC grade M-20 & above Cum #REF! 1,108.00 55.40 #REF! #REF!
1 Vol 03 Page no 12 Item no 2.19 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 563.00 28.15 591.15
2 Vol 01 Page no 08 Item no 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth Cum 95.00 4.75 99.75
3 Vol 03 Page NO 17 Item code 3.7 (305.3.4) Compacting Original Ground Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 105.00 5.25 110.25
4 Vol 03 Item code 4.1 Page no 23 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 For Grading -V Material Cum 2,487.00 124.35 2,611.35
5 Vol 03 Item Code 4.17 Page no 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2,559.00 127.95 2,686.95
6 Vol 03 Item code 6.1 Page NO 49 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing Cum 4,876.00 243.80 5,119.80
7 Vol 03 Item code 6.6 Page No 51 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) Cum 6,338.00 316.90 6,654.90
8 Vol 03 Item No. 8.55 page No. 79 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. No. 5,861.00 293.05 6,154.05
9 Vol 02 Item No. 17.5 page no. 175 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Each 1,123.00 56.15 1,179.15
Assistant Executive Engineer Executive Engineer
PWD, Sub-Division PWD, Division
Basavana Bagewadi Vijayapur
Vadavadgi Drain
SL. No. DESCRIPTION OF WORK Unit Quantity Rate Amount
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 cum 126.36 107.10 13,533.16
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 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates cum 31.23 6,474.30 202,192.39
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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 75.48 8,826.77 666,244.79
4 Supplying, Fitting and Placing TMT Fe 550/550D steel Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 3.19 84,019.95 268,191.68
Assistant Engineer Assistant Executive Engineer
PWD sub Division PWD Sub Division
Basavana Bagewadi Basavana Bagewadi
Vadavadgi Drain
Measurement sheet
Sl. No. DESCRIPTION OF WORK Chainage Unit No Length Breadth Depth Quantity
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
Drain for 280m length cum 1.00 210.00 0.90 0.60 113.40
For Cross Drain Cum 3.00 8.00 0.90 0.60 12.96
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 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates
For Cross Drain Cum 3 8.00 0.80 0.15 2.88
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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
For Cross Drain
4 Supplying, Fitting and Placing TMT Fe 550/550D steel Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
For Drain & Cross Drain 5 kgs/Sqm of Concrete Tonne 2 210.00 0.8 336.00
For Cross Drain
Assistant/junior Enginner Assistant Executive Enginner
PWD Sub Division PWD Sub Division
Basavan Bagewadi Basavana Bagewadi
Sl No Description of Work Unit PWD SR Year Item No/Page No Basic Rate percentage on finished rate of concrete per m^3 35% Area Waitage Final Rate
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 Cum 2023-24 1.14/vol-1 Page 8 102 5.1 107.1
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 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates Cum 2023-24 PWD SR VOL-I , Sl No-2.1.6, page no 15 6166.00 308.3 6474.30
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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 2023-24 PWD SR VOL-I , Sl No-2.4.3, page no 17 6227.00 2179.45 420.32 8826.77
4 Supplying, Fitting and Placing TMT Fe 550/550D steel Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 2023-24 PWD SR VoL-1, Sl No-2.11h page no 18 80019.00 4000.95 84019.95
Assistant Executive Engineer Execuitive Engineer
̧ PWD SD Basavana Bagewadi PWD Division Vijayapura
Proposed CC road and Drain in Vadavadgi SC colony
Concrete Pavement 200mm
100 mm Drain Wall
7 m Wide CC road
100 mm PCC 100 mm PCC
Assistant Executive Engineer
PWD Sub Division
Basavana Bagewadi
Abstract of CC DRAIN
Chainages in km
Sl. No. Chainage Nos of Sides Length Total Length in mtr Remarks From To Village sides of drain Drain size Drain BBS qty input 1
1 At Ch 0 to 0.18 km 2 x 180.0 360.00 Kavadimatti Village BHS 0.6 X 0.75 0.00 0.18 Kavadimatti Village BHS 0.6 X 0.75 1
2 At Ch 4.8 to 5.1 km 2 x 300.0 600.00 Jalapur Village BHS 0.6 X 0.75 4.80 5.10 Jalapur Village BHS 0.6 X 0.75 1
3 At Ch 6.6 to 6.72 km 2 x 120.0 240.00 Vankihal Village BHS 0.6 X 0.6 6.60 6.72 Vankihal Village BHS 0.6 X 0.6 1
4 At Ch 7.35 to 7.65 km 2 x 300.0 600.00 Gonal Village BHS 0.6 X 0.75 7.35 7.65 Gonal Village BHS 0.6 X 0.75 1
5 At Ch 9.8 to 10.26 km 2 x Hulagabal Village BHS 0.6 X 0.75 9.80 10.26 Hulagabal Village BHS 0.6 X 0.75 1
Total Length in mtr 1800.00
CC DRIAN 0.60 X 0.90 U Shape
Sl. No. Chainage Nos of Sides Length Total Length in mtr Remarks
1 km - CH 44.94 to 45.21 2 x 0.00 B Chincholi
2 km - CH 45.21 to 45.59 2 x 0.00 Malakapur
Total Length in mtr 0.00
Drain Size Width Height 1 Height 2 PCC Bed Off & thk Bott Bed thk Sides wall Thk Top Slab Free Board Nos
Drain Size Width Height 1 Height 2 PCC Bed Off & thk Bott Bed thk Sides wall Thk Top Slab Free Board Nos
ESTIMATE OF DRAIN 0.6 X 0.75 m , m, & 0.6 X 0.6m
Sl. No. Description of Work Unit No L B D Quantity Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PW,P & IWTD Belagavi Circle 2018-19 Page No 139 Item No18.20.
Bottom Slab 1 0.00 0.75 0.10 0.00
1 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
KSRRB M2900-1 Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 408
PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.1.
3 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. With 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates and 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinary, curing etc., complete excluding cost of steel as per MORTH specification No.1500, 1700, 2200, including cost of materials, labour, HOM complete as per Specifcafion at complete Wall & bottom thickness 10 cm
PW,P & IWTD Belagavi Circle 2018-19 Page No 271 Item No37.59.1.
4 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. With 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates and 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinary, curing etc., complete excluding cost of steel as per MORTH specification No.1500, 1700, 2200, including cost of materials, labour, HOM complete as per Specifcafion at complete Wall & bottom thickness 15 cm
PW,P & IWTD Belagavi Circle 2018-19 Page No 271 Item No37.59.2.
5 K8RRB M2200-5.9. Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.- i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 227 Item No28.7.9
Deduct Slab Openings
5 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500 For Bottom Slab & sdes For Top Slab
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. BBS qty Diff Kg/cum BBS qty Diff Kg/cum
For Bottom Slab & Sides = 40 Kgs/Cum 406.80 0.04 16.27 0.6 X 0.75 7.05 51.11 2.41 66.95 0.035 Side wall & Bottom 56 0.056
Wall Thick 150 mm 0.6 X 0.75 7.05 51.11 2.41 66.95 Total Qty in kgs (BBS) In Tonne
For Top Slab = 90 Kgs/Cum 108.00 0.09 9.72 1.5 X 1.5 Top slab 67 0.067
6 KSRRB M2200-8 : Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specification, complete as per specification. MORTH Specification No. 2706 and 2200
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.10.
7 Providing & Laying of M.S Grating of Size 260 x 260 mm in C.C. Darin with cement mortar adjoing pavement including cost of materials, labour, HOM complete as per Specifcafion at complete
PW,P & IWTD Belagavi Circle 2018-19 Page No 234 Item NoIX
Total 7838945.10
Grand Total Rs 7838946.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
4 KSRRB M 2300-3.1 Providing and Placing Reinforced/ Prestressed Cement Concrete in super structure as per drawing and technical specification. complete as per specification. B. RCC with OPC design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47cum, with superplastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 1500,1600 & 1700& 2300IS 456 Height upto 5.00m
PW,P & IWTD Belagavi Circle 2018-19 Page No 233 Item No29.5.1. 7152.81
No of sides From To Length (m) Width Heigth Side wall Th. Bottom slab Th. Top slab Th.
ESTIMATION FOR STEEL CONSUMPTION
Drain Size 0.60 X 0.75 1 STEEL DENSITY 7850
Concrete quantity Steel quantity Total WT
SL No TYPE Sides No of sides L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum
2 Drain Side wall LHS 4 180 0.10 0.75 54 Item sides Estimate qty BBS qty Diff qty Kg/cum
` Steel Bottom & sides 16.27 4.67 11.60 56
Drain Size 0.60 X 0.75 1 STEEL DENSITY 7850
Concrete quantity Steel quantity Total WT
SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum
2 Drain Side wall LHS 4 300 0.10 0.75 90.00 Item sides Estimate qty BBS qty Diff qty Kg/cum
Steel Bottom & sides 16.27 7.05 9.22 51
Drain Size 0.60 X 0.60 1 STEEL DENSITY 7850
Concrete quantity Steel quantity Total WT
SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum
2 Drain Side wall LHS 4 120 0.10 0.60 28.80 Item sides Estimate qty BBS qty Diff qty Kg/cum
Steel Bottom & sides 16.27 2.49 13.78 52
Drain Size 0.60 X 0.75 1 STEEL DENSITY 7850
Concrete quantity Steel quantity Total WT
SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum
2 Drain Side wall LHS 4 300 0.10 0.75 90.00 Item sides Estimate qty BBS qty Diff qty Kg/cum
Steel Bottom & sides 16.27 7.05 9.22 51
Drain Size 0.60 X 0.75 1 STEEL DENSITY 7850
Concrete quantity Steel quantity Total WT
SL No TYPE Sides NO L B D Qty Shape of Bar DIA C/C LENGTH NO UNIT WT WT Shape of Bar DIA C/C LENGTH NO UNIT WT WT Total WT Kg/Cum
2 Drain Side wall LHS 4 460 0.10 0.75 138.00 Item sides Estimate qty BBS qty Diff qty Kg/cum
Steel Bottom & sides 16.27 10.43 5.84 49
Estimate qty 69 2.76
BBS qty 104.40 6.12
Estimate CD,s Repairs
Item No Description of Work Units No. Measurement Total Rate Amount
Length Breadth Depth
1 Earth work in excavation for foundation of structures like culverts, retaining wall etc, as per drawing as per drawing and technical specifications, inlcuding setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and disposal of balnce earth including labour, HOM complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.15.2
Nala Training Ch Head Wall Length
Total Quantity = Cum 1295.00 47.25 61188.75
2 KSRRB M2900-1 Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 408
PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.1.
Head Wall Reconstruction
Total Quantity = Cum 0.00 4732.98 0.00
3 Providing and laying in position /RCC M-20 for Substructure/Superstructure works, with 320 kgs, with 20 mm and down size graded granite metal coarse aggregate @ 0.9 cum and fine aggregate @ 0.46 cum with superplastisiser @ 3 lts Confirming to IS 9103-2008 concrete laid in layers, well compacted and and providing weep holes wherever necessary scaffolding, formwork etc,including labour, HOM curing etc complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 257 Item No34.17
Head Wall Reconstruction
4 KSRB15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 116 Item No15.18
5 Providing and laying PCC 1:2:4 with OPC @ 240 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.84 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3 lts Confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM curing,form works, scaffolding and centering complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.16
KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PW,P & IWTD Belagavi Circle 2018-19 Page No 241 Item No30.1.
6 Providing and laying Pitching / Revetment of 30 cm slopes using granite/basalt/ trap/stones of surface area not less then 0.04 sqm and weighed with sbalss including cost of labour, HOM complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.14
Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 3 m Interval
7 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2.
TMT Bar Fe 500 1 50 0.00
8 KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.1.
9 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PW,P & IWTD Belagavi Circle 2018-19 Page No 188 Item No24.52 Sides L C/C
At Ch 5.16 km 1 0
At Ch 8.28 km 1 0
At Ch 9.09 km 1 0
Total Rs 2219291.55
Grand Total Rs 2220000.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
7 KSRB .1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 115 Item Nos 15.3.
At Ch 71.52 km Stone masonary 18.20 1.65 0.00
At Ch 84.01 km Stone Masonary 34.50 1.65 0.00
At Ch 80.89 km Stone Masonary R/S 14.10 1.65 0.00
At Ch 80.89 km Stone Masonary L/S 7.80 1.65 0.00
KSRB 5.3-3 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13
PW,P & IWTD Belagavi Circle 2018-19 25 Item Nos 5.9.
At Ch 71.52 km Stone masonary 18.20 0.45 0.60 0.00
At Ch 84.01 km Stone Masonary 34.50 0.45 0.60 0.00
At Ch 80.89 km Stone Masonary R/S 14.10 0.45 0.60 0.00
At Ch 80.89 km Stone Masonary L/S 7.80 0.45 0.60 0.00
Size of Retainig Wall Width of Footing Depth of Footing Murrum M-10 Offset for M 10 Width of wall at Bottom Middle of Wall Width of wall at Top Total Ht Below GL Ht Above GL Ht
Size of Retainig Wall Width of Footing Depth of Footing Murrum M-10 Offset for M 10 Width of wall at Bottom Middle of Wall Width of wall at Top Total Ht Below GL Ht Above GL Ht
Estimates for Protection Work
Sl. No. Description Unit No L B D Quantity Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PW,P & IWTD Belagavi Circle 2018-19 Page No 139 Item No18.20.
1 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
RW Ht = 1 m at Ch to km 2 0.00 1.90 1.60 0.00 RW Ht = 1 m
RW Ht = 4 m at Ch to km 2 0.00 4.50 2.30 0.00 RW Ht = 4 m
RW Ht = 5 m at Ch to km 2 0.00 6.10 2.90 0.00 RW Ht = 5 m
For Toe Wall At ch 2.83 2.97 km 1 150.00 0.60 0.55 49.50 Toe Wall 2.83 2.97
For Toe Wall At ch 9.12 9.2 km 1 80.00 0.60 0.55 26.40 Toe Wall 9.12 9.20
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.55 0.00 Toe Wall 0 0.00
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.55 0.00 Toe Wall 0 0.00
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.55 0.00 Toe Wall 0 0.00
For Templates At ch 2.83 2.97 km 50 2.25 0.45 0.45 22.78 For Templates 2.83 2.97
For Templates At ch 9.12 9.2 km 27 3.00 0.45 0.45 16.40 For Templates 9.12 9.20
For Templates At ch 0 0 km 0 3.00 0.45 0.45 0.00 For Templates 0 0.00
For Templates At ch 0 0 km 0 3.00 0.45 0.45 0.00 For Templates 0 0.00
For Templates At ch 0 0 km 0 3.00 0.45 0.45 0.00 For Templates 0 0.00
2 Providing and laying Pitching / Revetment of 30 cm slopes using granite/basalt/ trap/stones of surface area not less then 0.04 sqm and weighed with sbalss including cost of labour, HOM complete as per specifications.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.14
Pitching (LHS) At Ch 2.83 to 2.97 km 1 150.00 1.50 225.00 Pitching (LHS) 2.83 2.97
Pitching RHS At Ch 9.12 to 9.2 km 1 80.00 1.50 120.00 Pitching RHS 9.12 9.2
Pitching At Ch to km 2 0.00 2.00 0.00 Pitching
Pitching At Ch to km 2 0.00 2.00 0.00 Pitching
Pitching At Ch to km 2 0.00 2.00 0.00 Pitching
3 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PW,P & IWTD Belagavi Circle 2018-19 Page No 241 Item No30.1.
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PW,P & IWTD Belagavi Circle 2018-19 Page No 147 Item No19.60.
4 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
For Toe Wall At ch 2.83 2.97 km 150.00 0.60 0.10 0.00 At CH : 2.97
For Toe Wall At ch 9.12 9.2 km 80.00 0.60 0.10 0.00 At CH : 9.2
For Toe Wall At ch 0 0 km 0.00 0.60 0.10 0.00 At CH : 0
For Toe Wall At ch 0 0 km 0.00 0.60 0.10 0.00 At CH : 0
For Toe Wall At ch 0 0 km 0.00 0.60 0.10 0.00 At CH : #REF!
5 KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008
PWD Belagavi Circle 2018-19 Page No 227 Item No28.7.12
Retaining Wall Footing
RW Ht = 1 m at Ch to km 2 0.00 1.60 0.30 0.00 At CH : 0
Retaining Wall Below GL
Retaining Wall Above GL
6 Providing and laying in position /RCC M-20 for Substructure/Superstructure works, with 320 kgs, with 20 mm and down size graded granite metal coarse aggregate @ 0.9 cum and fine aggregate @ 0.46 cum with superplastisiser @ 3 lts Confirming to IS 9103-2008 concrete laid in layers, well compacted and and providing weep holes wherever necessary scaffolding, formwork etc,including labour, HOM curing etc complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 257 Item No34.17
For Toe Wall At ch 9.12 9.2 km 1 80.00 0.60 0.15 7.20 At CH : 9.2
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.15 0.00 At CH : 0
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.15 0.00 At CH : 0
For Toe Wall At ch 0 0 km 2 0.00 0.60 0.15 0.00 At CH : #REF!
For Toe Wall At ch 9.12 9.2 km 1 80.00 0.30 0.60 14.40 At CH : 9.2
For Toe Wall At ch 0 0 km 2 0.00 0.30 0.60 0.00 At CH : 0
For Toe Wall At ch 0 0 km 2 0.00 0.30 0.60 0.00 At CH : 0
For Toe Wall At ch 0 0 km 2 0.00 0.30 0.60 0.00 At CH : #REF!
For Templates At ch 2.83 2.97 km 50 2.25 0.30 0.45 15.19 At CH : 2.97
For Templates At ch 9.12 9.2 km 27 3.00 0.30 0.45 10.94 At CH : 9.2
For Templates At ch 0 0 km 0 3.00 0.30 0.45 0.00 At CH : 0
For Templates At ch 0 0 km 0 3.00 0.30 0.45 0.00 At CH : 0
For Templates At ch 0 0 km 0 3.00 0.30 0.45 0.00 At CH : 0
7 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Kg/cum
Toe Wall 88.22 25.00 2.21 At CH :
Retaining Wall 576.70 90.00 51.90 At CH :
8 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Retaining Wall Above GL
RW Ht = 1 m at Ch to km 2 0.00 0.00
RW Ht = 1.5 m at Ch to km 2 0.00 0.00
RW Ht = 3 m at Ch to km 2 0.00 0.00
RW Ht = 3.5 m at Ch to km 2 0.00 0.00
RW Ht = 4 m at Ch to km 2 0.00 0.00
RW Ht = 4.5 m at Ch to km 2 0.00 0.00
RW Ht = 5 m at Ch to km 2 0.00 0.00
Grand Total Rs 9438818.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
11 KSRB 15.3.10 Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry and concrete surface including rounding off corners wherever required smooth rendering Providing and removing scaffolding, including cost of materials
PWD 2012-13, Dharwad, Page No 114 Item no15.18
For At CH : 0 0 #REF! 3.000 #REF!
For At CH : 0 0 #REF! 3.000 #REF!
#REF! 0 #REF! 3.000 #REF!
#REF! 0 #REF! 3.000 #REF!
#REF! 0 #REF! 3.000 #REF!
#REF! 254.00 #REF!
8 Stone masonry in cement mortar for substructure complete as per drawing and technical specification clauses 702, 704, 1202 and 1204
I) Coursed rubble masonry ( 1st sort )
PREC 2014 - 2015, Dharwad, Page No 81 Item No 12.4 (I) (ii) Cum
For At CH : 0 0 #REF! (0.80+0.38)/2 1.80 #REF! At CH : 0
For At CH : 0 0 #REF! (0.80+0.38)/3 1.00 #REF! At CH : 0
#REF! 0 #REF! (0.80+0.38)/4 0.60 #REF! At CH : #REF!
#REF! 0 #REF! (0.80+0.38)/5 0.60 #REF! At CH : #REF!
#REF! 0 #REF! (0.80+0.38)/6 0.60 #REF! At CH : #REF!
For For At CH : 0 #REF! 0.60 1.00 #REF! For At CH :
For For At CH : 0 #REF! 0.60 1.00 #REF! For At CH :
#REF! 3810.00 #REF!
9 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
I. PCC grade M 15 (i) Nominal mix 1:2.5:5 Cum
PREC 2014 - 2015, Dharwad, Page No 81 Item No 12.5 (I) (i)
For At CH : 0 0 #REF! 0.38 0.075 #REF! At CH : 0
For At CH : 0 0 #REF! 0.38 0.075 #REF! At CH : 0
#REF! 0 #REF! 0.38 0.075 #REF! At CH : #REF!
#REF! 0 #REF! 0.38 0.075 #REF! At CH : #REF!
#REF! 0 #REF! 0.38 0.075 #REF! At CH : #REF!
For For At CH : 0 #REF! 0.60 0.075 #REF! For At CH :
For For At CH : 0 #REF! 0.60 0.075 #REF! For At CH :
#REF! 5247.00 #REF!
10 Pointing with cement mortar (1:3) on SSM as per drawing and technical specification clause 613.3 and 1204.
PREC 2014 - 2015, Dharwad, Page No 81 Item No 12.2
For At CH : 0 Sqm 0 #REF! 1.80 #REF! At CH : 0
For At CH : 0 0 #REF! 1.00 #REF! At CH : 0
#REF! 0 #REF! 0.60 #REF! At CH : #REF!
#REF! 0 #REF! 0.60 #REF! At CH : #REF!
#REF! 0 #REF! 0.60 #REF! At CH : #REF!
#REF! 54.40 #REF!
R. S. Wall,Retaining wall & EMBANKMENT
Sl. No Discerption No L B D Qty Unit SR Rate (Rs) Rate (Rs) Amount as per SR (Rs) Amount
1 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304 RE WALL BOTH SIDE 2
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4. RE WALL ONE SIDE 1 2
At Ch 9.12 to 9.20 km (In Selected Reaches
2 Providing and construction of steel wire mesh Gabion retaining wall for retaining walls with Mechanically woven double twisted, mechanically selvedge, Zinc+PVC coated Gabion of mesh type 10x12, wire dia 2.7/3.7mm (inner/outer diameter), selvedge wire dia 3.4/4.4mm as per standards (EN/IS 16014) with diapragms (partitions), in every 1M for Gabions of length higher then 1.5m as per standards, from manufactures of proven experience in similar technology, including filling of rubble of size 150mm to 250mm at site including packing compactness to lins and levels in the exposed face of masonry, in dry condition, simultaneously during the course as per construction guidelines by the department/ installation guidelines of manufacturer, including all lead, lift and labour etc. complete (in case of under water installation, the appropriate provision for crane , extra labour etc,, need to be taken extra)
PWD Belagavi Circle 2018-19 Page No 254 Item No38.28.8
for Gabion Box size 2x1x0.5/1 diaphragm
3 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Filter Media with stone crushed aggregates
4 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11 11.80105
Back Filling Granular material
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division 213510072
Muddebihal Muddebihal 219,042,588.28
22 Providing and Synthetic Uniaxial Geogrid, indigenously manufactured from selected high tenacity synthetic yarn with high molecular weight (> 25000 g/mol), and low carboxyl end group (<30mmol/kg) for reinforced soil wall and slope application with granular fill as per design prepared by technology provider of reinforced earth wall and slope.
with 150 KN/m Ultimate tensile strength
PWP & IWT 2016-17 Kalaburgi Item No. 38.26.6 Page No 297
(same quantity as laying) 1 68947.68 Sqm 230 15,857,965.25
37 KSRB12-2.6 : Providing and laying in position plain cement concrete M7.5 40mm and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, for 100mm internal diameter stoneware pipes including cost of materials, labour charges, HOM of machinery, curing complete as per specifications Specification No. KBS 4.1 / 4.2
PWP & IWT 2016-17 Kalaburgi Item No. 11.15 Page No 70
R Wall Khothari Bhavan side East & West
R Wall Rammandir side between ROB & Auto Stand East & West
R Wall Rammandir side between ROB & Auto Stand & venkatadri East & West
29 KSRRB M2300-7.1. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. D. RCC / PSC with OPC cement design mix M35 @ 390kgs, with 20mm and down size graded granite metal coarse aggregates @0.68cum and fine aggregates @ 0.45cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case - Il : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700
PWP & IWT 2016-17 Kalaburgi Item No. 29.17.1 Page No 234
Friction slab & Crash Barrier
Crash Barrier 1 0.90 0.25 0.0000
Cross Sectional Area 0.990 0.5 0.25 0.30 0.0375
Khothari Bhavan To ROB (Road No.1) 2 230.00 0.990 455.40 1 0.60 0.15 0.0900
Auto Stand To Venakatagiri (Road No.3) 2 210.00 0.610 256.20 1 0.67 0.20 0.1340
29 KSRRB M300-Construction of Embankment with Material deposited from Roadway cutting. KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications.which includes , watering charges & compaction by vibratory roller) MORTH Specification No. 305
PWP & IWT 2016-17 Kalaburgi Item No. 19.61 Page No 148
Total Back fill required at central portion From ROB to Auto stand
total 2481.60 cum
Using 50% of the Excavation Quatity from roadway cutting
30 KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications.Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density MORTH Specification No. 305
PWP & IWT 2016-17 Kalaburgi Item No. 19.60 Page No 148
Remaining 50% quantity from approved material 1240.80 cum 582.00 722,145.60
Providing MS plate
of size (200mmx150mmx10mm)
PWP & IWT 2016-17 Kalaburgi Sl No: 211, Code No: 0257 Page No VIII 0.0003 kg 48 0.01
Area to be covered 2 225.00 4.70 2115.00
total No's Required in 1 row 264.71
Name of Work :-
DESIGN OF GABION RETAINING WALL
Descriptions Symbols Input Units Notes
Backfill slope angle above wall β 0.000 º < Ф
Angle of internal friction Φ 30.000 º
Wall friction reduction by geotextile fr 20.000 % Back of wall
Angle of wall friction δ 24.000 º Φ(100-fr)/100
Inclination angle to vertical plane ω 0.000 º for wall with straight back (no offsets)
Back of wall angle to horizontal α 90.000 º 90+ω
Cohesion c 0 kN/m2 Ignore cohesion
Surcharge q 24.000 kN/m2
Soil density γs 20.000 kN/m3
Rock density γr 24.000 kN/m3
Void in gabion v 0.000 %
Gabion density γg 24.000 kN/m3 γr(100-v)/100
Actual height of wall H 3.000 m (hCosω) Corrected for inclination 63.48333333
SOIL ABOVE THE WALL 1.000 m
Embedment d 0.000 m 0 ft to ignore passive thrust
Width of base B 3.0 m
Allowable soil bearing capacity qa 200.000 kN/m2 determined by Geotechnical Engineer
X Y ht rw X Y X Y rw offset w
Row 1 Row 6 Row 11
Row 4 Row 9 Row 14 EMBEDMENT
Row 5 Row 10 Row 15 X Y
Row # Width Height offset Area X Moment Y Moment
(m) (m) (from toe) (m) (m²) (m) (m³) (m) (m³)
1 COULOMB'S THEORY
Active earth pressure Ka = Sin²(α+Φ)
coefficient Sin² α Sin(α-δ) 1+ Sin(Φ+δ) Sin(Φ-β) ²
Sin(α-δ) Sin(α+β)
Active soil thrust Ps = 0.5Kaγs H²
Active surcharge thrust Pq = Sinα KaqH
Horizontal active soil thrust Phs = PsCos(δ- ω)
Horizontal active surcharge Phq = PqCos(δ- ω)
Vertical active soil thrust Pvs = PsSin(δ- ω)
Vertical active surcharge Pvq = PqSin(δ- ω)
Inclination angle to vertical ωp = 0.000
Front face angle to horizontal αp = 90-ωp
Backfill slope βp = 0.000
Angle of wall friction δp = 0.000
Passive earth pressure Kp = Sin²(α-Φ)
coefficient Sin² α Sin(α+δ) 1- Sin(Φ+δ) Sin(Φ+β) ²
Sin(α+δ) Sin(α+β)
Passive soil thrust Pp = 0.5Kpγs d²
2 Check Overturning:
Vertical distance to Phs Yhs = H/3-BSinω
Vertical distance to Phq Yhq = H/2-BSinω
Overturning moment ∑Mo = YhsPhs + YhqPhq
Weight of Gabion Wg = ∑A γg
Horizontal distance to Wg Xg = Ysinω + Xcosω
Horizontal distance to Pvs Xvs = B/Cosω + (H/3-BSinω)Tanω
Horizontal distance to Pvq Xvq = B/Cosω + (H/2-BSinω)Tanω
Vertical distance to Pp YPp = d/3
Resisting moment ∑Mr = Wg Xg + Pvs Xvs + Pvq Xvq + PpYPp
Overturning factor of safety SFo = ∑Mr
4.156 > 2 HENCE SAFE
3 Check Sliding
Total Normal forces ∑W = WgCosω + PsSinδ + PqSinδ - PpSinω
Frictional force Ff = ∑W *TanΦ
Total Resisting Forces ∑Fr = Ff + CosωPp
Total Driving Forces at base ∑Fd = PsCosδ + PqCosδ - WgSinω
Siding factor of safety SFs = ∑Fr
2.444 > 1.5 HENCE SAFE
4 Check the Eccentricity of Resultant Force
(Resultant is in middle one third)
Eccentricity e = 0.5 B - ( ∑Mr - Mo)
5 Check Bearing
Applied bearing pressure P = ∑W (1± 6e/B)
Right = 3.180 kN/m2 ³ 0.000 OK
Additional calculations may have to be performed including and not limiting to global stability analysis (by
(Geotechnical Engineer), seismic forces (by Seismic Engineer) and hydraulic forces (by Hydraulic Engineer).
Please check local, State and Federal requirements. The calculator assumes drained uniformed retained and foundation
soil properties. The calculations should be reviewed, checked and certified by a Professional Engineer. To the best of our
knowledge, the calculator and information was prepared accurately. Terra Aqua is not responsible for the reliability and
validity of the geotechnical parameters assumed in the calculations. The calculator is intended to provided design
design assistance to the engineer for the purpose of designing with Terra Aqua products.
Length of Pipe Dia of Pipe Thickness Pipe Length Head wall Top of HW Bottom of HW Ht of HW Above Pipe Murrum Filling Below Pipe .Murrum Filling M-10 Murrum
Length of Road 9610.0
CONSTRUCTION OF FIELD APPROACH Total Nos 15
Sl. No. Description Unit Nos of CD's No Length Breadth Depth Quantity Rate Amount
1 Earth work in excavation for foundation of structures like culverts, retaining wall etc, as per drawing as per drawing and technical specifications, inlcuding setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and disposal of balnce earth including labour, HOM complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.15.2
2 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.6.4 m 15 1 5.000 75.000 3640.35 273026.25
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PW,P & IWTD Belagavi Circle 2018-19 Page No 147 Item No19.60.
Toatl Qty 906.383
Scarifying Existing Bituminous surface Qty Reuse -40% 35113.0 0.050 -702.260
C.C Pavement Qty Reuse -40% 141.8 -56.700 -906.39 -0.007
CD Head Wall Dismentled Qty Reuse -40% 369 -147.429
4 KSRRB M2900-1 Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 408
PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.1. Cum 15 2 2.000 1.100 0.100 6.600 4732.98 31237.67
5 Providing and laying in position /RCC M-20 for Substructure/Superstructure works, with 320 kgs, with 20 mm and down size graded granite metal coarse aggregate @ 0.9 cum and fine aggregate @ 0.46 cum with superplastisiser @ 3 lts Confirming to IS 9103-2008 concrete laid in layers, well compacted and and providing weep holes wherever necessary scaffolding, formwork etc,including labour, HOM curing etc complete.
PW,P & IWTD Belagavi Circle 2018-19 Page No 257 Item No34.17
Deduct Pipe Qty 15 2 -0.709 0.650 -13.824
6 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2.
Total 745915.75
` Grand Total Rs 745916.00
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
Belagavi Belagavi
PW,P & IWTD Belagavi Circle 2018-19 Ballari
Rate Analysis For CD works & Other Sub Estimates
Belagavi Ballari Kalaburgi
Material Grade Basic rate Revised rate Difference Cost SR Rate Issue Rate SR Rate Issue Rate SR Rate Issue Rate
SI No Particulars SR/Page/Item No Item No Page No Unit Basic Rate Deduct cost of Cement Total Cost in Rs Additional Cost of Cement Total Rate Area Weightage Gross Rate Belagavi Belagavi Ballari Kalaburgi
Cement Constant Amount 5% Basic Rate Page No Basic Rate Page No Basic Rate Page No Basic Rate Page No
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20 PW,P & IWTD Belagavi Circle 2018-19 Page No 139 Item No18.20. 18.20. 139 Cum 390.00 0.00 390.00 0.00 390.00 19.50 409.50 390 139 390 139 390 139 390 139
2 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works. 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0
6 Earth work in excavation for foundation of structures like culverts, retaining wall etc, as per drawing as per drawing and technical specifications, inlcuding setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and disposal of balnce earth including labour, HOM complete. PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.15.2 34.15.2 256 Cum 45.00 0.00 45.00 0.00 45.00 2.25 47.25 45 256 45 256 45 256 45 256
7 KSRRB M2100-2.2. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304 PW,P & IWTD Belagavi Circle 2018-19 Page No 0 Item No 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0
8 (ii) 3 m to 6 m depth by mechanical means PW,P & IWTD Belagavi Circle 2018-19 Page No 220 Item No27.5. 27.5. 220 Cum 57.00 0.00 57.00 0.00 57.00 2.85 59.85 57 220 57 220 57 220 57 220
9 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305 PW,P & IWTD Belagavi Circle 2018-19 Page No 147 Item No19.60. 19.60. 147 Cum 455.00 0.00 455.00 0.00 455.00 22.75 477.75 455 147 455 147 564 147 579 147
10 KSRRB M2100-7 Back filling Marcshy foundation pits of abutmrnt wing wall and return wall using approved materials with raming and watering with all lead and lifts,cost of labour, HOM of machineries, complete as per specifications and directon of the engineer incharge of the work MORTH Specification No. 304 PW,P & IWTD Belagavi Circle 2018-19 Page No 221 Item No27.15 27.15 221 Cum 349.00 0.00 349.00 0.00 349.00 17.45 366.45 349 221 349 221 349 221 349 221
11 KSRRB M2900-1 Plain cement concrete M10 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 408 PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.1. 34.1. 254 Cum 4292.00 1034.00 3258.00 4.40 1249.60 4507.60 225.38 4732.98 4292 254 4292 254 4184 254 4062 254
12 Providing and laying PCC 1:2:4 with OPC @ 240 kgs, with 40 mm and down size graded granite metal coarse aggregates @ 0.84 cum and fine aggregates @ 0.46 cum, with superplastisiser @ 3 lts Confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM curing,form works, scaffolding and centering complete as per specifications. PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.16 34.16 256 Cum 4724.00 1128.00 3596.00 4.80 1363.20 4959.20 247.96 5207.16 4724 256 4724 256 4713 256 4565 256
13 Providing and laying in position /RCC M-20 for Substructure/Superstructure works, with 320 kgs, with 20 mm and down size graded granite metal coarse aggregate @ 0.9 cum and fine aggregate @ 0.46 cum with superplastisiser @ 3 lts Confirming to IS 9103-2008 concrete laid in layers, well compacted and and providing weep holes wherever necessary scaffolding, formwork etc,including labour, HOM curing etc complete. PW,P & IWTD Belagavi Circle 2018-19 Page No 257 Item No34.17 34.17 257 Cum 5018.00 1504.00 3514.00 6.40 1817.60 5331.60 266.58 5598.18 5018 257 5018 257 5051 257 4884 257
14 KSRRB M2900-2.2 Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first clas bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, proection works, backfilling, concrete and masonry works in head walls and parapets, curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 2900 & IS 458-2003. B. 1200mm dia PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.3. 34.3. 254 m 10189.00 0.00 10189.00 0.00 10189.00 509.45 10698.45 10189 254 10189 254 10227 254 10231 254
15 KSRRB M2900-2.1 Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first clas bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, proection works, backfilling, concrete and masonry works in head walls and parapets, curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No 2900 & IS 458-2003. A. 1000 mm dia PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.2. 34.2. 254 m 9088.00 0.00 9088.00 0.00 9088.00 454.40 9542.40 9088 254 9088 254 9122 254 9126 254
16 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 900 mm Dia PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.6.5 34.6.5 254 m 5501.00 0.00 5501.00 0.00 5501.00 275.05 5776.05 5501 254 5501 254 5501 254 5499 254
17 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia PW,P & IWTD Belagavi Circle 2018-19 Page No 254 Item No34.6.4 34.6.4 254 m 3467.00 0.00 3467.00 0.00 3467.00 173.35 3640.35 3467 254 3467 254 3467 254 3466 254
18 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503 PW,P & IWTD Belagavi Circle 2018-19 Page No 241 Item No30.1. 30.1. 241 Cum 1613.00 0.00 1613.00 0.00 1613.00 80.65 1693.65 1613 241 1613 241 1613 241 1613 241
19 Providing and laying Pitching / Revetment of 30 cm slopes using granite/basalt/ trap/stones of surface area not less then 0.04 sqm and weighed with sbalss including cost of labour, HOM complete as per specifications. PW,P & IWTD Belagavi Circle 2018-19 Page No 256 Item No34.14 34.14 256 Sqm 447.00 0.00 447.00 0.00 447.00 22.35 469.35 447 256 447 256 447 256 447 256
20 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500 PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. 28.8.2. 229 Tonne 67543.00 47927.25 19615.75 1.05 61879.65 81495.40 4074.77 85570.17 67543 229 67543 229 67543 229 68710 229
21 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 PW,P & IWTD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 29.29.2 239 Tonne 69113.00 47927.25 21185.75 1.05 61879.65 83065.40 4153.27 87218.67 69113 239 69113 239 69113 239 70280 239
22 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing) PW,P & IWTD Belagavi Circle 2018-19 Page No 188 Item No24.52 24.52 188 Each 2487.00 0.00 2487.00 0.00 2487.00 124.35 2611.35 2487 188 2487 188 2495 188 2500 188
23 KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8 PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.1. 24.1. 180 Sqm 80.00 0.00 80.00 0.00 80.00 4.00 84.00 80 180 80 180 80 180 80 180
24 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. With 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates and 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinary, curing etc., complete excluding cost of steel as per MORTH specification No.1500, 1700, 2200, including cost of materials, labour, HOM complete as per Specifcafion at complete Wall & bottom thickness 10 cm PW,P & IWTD Belagavi Circle 2018-19 Page No 271 Item No37.59.1. 37.59.1. 271 Cum 6730.00 1410.00 5320.00 6.00 1704.00 7024.00 351.20 7375.20 6730 271 6730 271 6800 271 6629 271
25 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. With 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates and 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinary, curing etc., complete excluding cost of steel as per MORTH specification No.1500, 1700, 2200, including cost of materials, labour, HOM complete as per Specifcafion at complete Wall & bottom thickness 15 cm PW,P & IWTD Belagavi Circle 2018-19 Page No 271 Item No37.59.2. 37.59.2. 271 Cum 6923.00 1410.00 5513.00 6.00 1704.00 7217.00 360.85 7577.85 6923 271 6923 271 6995 271 6820 271
26 KSRRB M2200-8 : Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specification, complete as per specification. MORTH Specification No. 2706 and 2200 PW,P & IWTD Belagavi Circle 2018-19 Page No 229 Item No28.10. 28.10. 229 Nos/mtr 147.00 0.00 147.00 0.00 147.00 7.35 154.35 147 229 147 229 147 229 146 229
27 Providing & Laying of M.S Grating of Size 260 x 260 mm in C.C. Darin with cement mortar adjoing pavement including cost of materials, labour, HOM complete as per Specifcafion at complete PW,P & IWTD Belagavi Circle 2018-19 Page No 234 Item NoIX IX 234 Each 84.75 0.00 84.75 0.00 84.75 4.24 88.99 84.75 234 84.75 234 84.75 234 84.75 IX
28 KSRB15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. PW,P & IWTD Belagavi Circle 2018-19 Page No 116 Item No15.18 15.18 116 Sqm 287.00 51.70 235.30 0.22 62.48 297.78 14.89 312.67 287 116 287 116 284 116 280 116
29 KSRRB M 2300-3.1 Providing and Placing Reinforced/ Prestressed Cement Concrete in super structure as per drawing and technical specification. complete as per specification. B. RCC with OPC design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47cum, with superplastisiser @ 3lts confirming to IS 9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 1500,1600 & 1700& 2300IS 456 Height upto 5.00m PW,P & IWTD Belagavi Circle 2018-19 Page No 233 Item No29.5.1. 29.5.1. 233 Cum 6479.00 1598.00 4881.00 6.80 1931.20 6812.20 340.61 7152.81 6479 233 6479 233 6568 233 6340 233
30 KSRRB M2300-3.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 Height upto 5 m PW,P & IWTD Belagavi Circle 2018-19 Page No 233 Item No29.6.1 29.6.1 233 Cum 6740.00 1598.00 5142.00 6.80 1931.20 7073.20 353.66 7426.86 6740 233 6740 233 6832 233 6595 233
31 Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, 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 as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with- PW,P & IWTD Belagavi Circle 2018-19 Page No 176 Item No22.6.1 22.6.1 176 Cum 4901.00 1692.00 3209.00 7.20 2044.80 5253.80 262.69 5516.49 4901 176 4901 176 5004 176 4816 176
32 KSSRB-M-800-15.Road Delineators: Supplying and installation of vertical delineators having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of IRC 67 2012 with White and red colour combination and having minimum of retro reflective exposed area 125 sqm cm on top slots & 35 sqm cm on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant , injection - molded, thermoplastic outer body & the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm & core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion of the metallic core having suitable slots to be fixed in M20 grade Cement Concrete of size 300X300X400 MM with suitable anchoring rods for enhancingthe grip, as per IRC : 79 Specifications. PW,P & IWTD Belagavi Circle 2018-19 Page No 182 Item No24.19 24.19 182 Nos 1852.00 0.00 1852.00 0.00 1852.00 92.60 1944.60 1852 182 1852 182 1852 182 1852 182
33 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing. PW,P & IWTD Belagavi Circle 2018-19 Page No 0 Item No 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0
34 For 900 mm Equilateral triangle - TYPE XI PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.1 24.2.1 180 Nos 3466.00 0.00 3466.00 0.00 3466.00 173.30 3639.30 3466 180 3466 180 3469 180 2459 180
35 For 600 mm Equilateral triangle- TYPE XI PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.2 24.2.2 180 Nos 2471.00 0.00 2471.00 0.00 2471.00 123.55 2594.55 2471 180 2471 180 2475 180 3060 180
39 For 900 mm octagon Stop board- TYPE XI PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.6 24.2.6 180 Nos 4912.00 0.00 4912.00 0.00 4912.00 245.60 5157.60 4912 180 4912 180 4916 180 4910 180
40 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cmx 60 cm, 60 cm below ground level as per approved drawing. PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.4. 24.4. 180 Sqm 7146.00 0.00 7146.00 0.00 7146.00 357.30 7503.30 7146 180 7146 180 7151 180 7130 180
41 KSRRB M800-16 Boundary Pillars Reinforced cement concrete M15 grade Boundary pillars of standard design as per IRC 25-1967 fixed in position including, finishing & lettering but excluding painting complete as per specification. MORTH Specification No. 806 PW,P & IWTD Belagavi Circle 2018-19 Page No 183 Item No24.20. 24.20. 183 Nos 475.00 0.00 475.00 0.00 475.00 23.75 498.75 475 183 475 183 476 183 473 183
22 KSRRB M2100-17.2. Providing and laying Plain / Reinforced Cement Concrete design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008,Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 1500,1700 & 2100 PW,P & IWTD Belagavi Circle 2018-19 223 Item Nos 27.31 27.31 223 Cum 5124.00 1598.00 3526.00 6.80 1931.20 5457.20 272.86 5730.06
23 28.7.12 KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008- i) Upto 5m height PW,P & IWTD Belagavi Circle 2018-19 227 Item Nos 28.7.12 28.7.12 227 Cum 5461.00 1598.00 3863.00 6.80 1931.20 5794.20 289.71 6083.91
24 28.7.13 KSRRB M2200-5.13.Providing and laying Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications ii) For height 5 to 10m height PW,P & IWTD Belagavi Circle 2018-19 228 Item Nos 28.7.13 28.7.13 228 Cum 6175.00 1598.00 4577.00 6.80 1931.20 6508.20 325.41 6833.61
23 KSRRB M800-16 Boundry Pillar :- Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC: 25-1967, fixed in position including finishing and lettering but excluding painting complete as per specifications. MORTH Specification No.806 PW,P & IWTD Belagavi Circle 2018-19 183 Item Nos 24.20. 24.20. 183 Nos 476.00 0.00 476.00 0.00 476.00 23.80 499.80
20 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. MORTH Specification No. 2504 PW,P & IWTD Belagavi Circle 2018-19 241 Item Nos 30.4. 30.4. 241 Cum 2342.00 0.00 2342.00 0.00 2342.00 117.10 2459.10
21 KSRRB M2200-9: Providing and laying of filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2504.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification including cost of materials, labour, HOM complete as per Specifications. MORTH Specification No. 710.1.4 of IRC :78 & 2200. PW,P & IWTD Belagavi Circle 2018-19 229 Item Nos 28.13. 28.13. 229 Cum 2091.00 0.00 2091.00 0.00 2091.00 104.55 2195.55
22 KSRRB M2700-5 : Drainage spouts using 100mm class 'B' GI pipe as per drawing and technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specification MORTH Specification No. 2705 PW,P & IWTD Belagavi Circle 2018-19 247 Item Nos 32.5. 32.5. 247 Nos 1552.00 0.00 1552.00 0.00 1552.00 77.60 1629.60
31 KSRRB M300-14. Excavation for roadwork in all types of soil by mechnical 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 Belagavi Circle 2018-19 143 Item Nos 19.14 19.14 143 Cum 41.00 0.00 41.00 0.00 41.00 2.05 43.05
32 KSRRB 2600-4: Providing and fixing in position 300 mm wide, 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per specification. MORTH Specification No. 2605 PW,P & IWTD Belagavi Circle 2018-19 244 Item Nos 31.4. 31.4. 244 m 155.00 0.00 155.00 0.00 155.00 7.75 162.75
30 KSRB 5.3-3 : Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 PW,P & IWTD Belagavi Circle 2018-19 25 Item Nos 5.9. 5.9. 25 Cum 5859.00 0.00 5859.00 0.00 5859.00 292.95 6151.95
29 KSRB .1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. PW,P & IWTD Belagavi Circle 2018-19 115 Item Nos 15.3. 15.3. 115 Sqm 142.00 4.70 137.30 0.02 5.68 142.98 7.15 150.13
24 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) MORTH Specification No. 305 PW,P & IWTD Belagavi Circle 2018-19 147 Item Nos 19.62 19.62 147 Cum 588.00 0.00 588.00 0.00 588.00 29.40 617.40
Belagavi Belagavi
PWD Belagavi Circle 2018-19 Ballari
RATE ANALYSIS FOR BOX CULVERTS
Material Basic rate Revised rate Difference Cost
SN Description of Work Particular Item No Page No Unit Basic Rate Deduct cost of Cement Total Cost in Rs Additional Cost of Cement Total Rate Area Weightage Gross Rate Belagavi Belagavi Ballari Kalaburgi
Cement Constant Amount 5% Basic Rate Page No Basic Rate Page No Basic Rate Page No Basic Rate Page No
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20 PWD Belagavi Circle 2018-19 Page No 139 Item No18.20. 18.20. 139 Cum 390.00 0.00 390.00 0 390.00 19.5 409.50 390 139 390 139 390.00 139.00 390 139
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor PWD Belagavi Circle 2018-19 Page No 140 Item No18.27 18.27 140 Cum 351.00 0.00 351.00 0 351.00 17.55 368.55 351 140 351 140 351.00 140.00 351 140
3 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works. PWD Belagavi Circle 2018-19 Page No 140 Item No18.42 18.42 140 m 362.00 0.00 362.00 0 362.00 18.1 380.10 362 140 362 140 362.00 140.00 362 140
4 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304 PWD Belagavi Circle 2018-19 Page No 220 Item No27.4. 27.4. 220 Cum 50.00 0.00 50.00 0 50.00 2.5 52.50 50 220 50 220 50.00 220.00 50 220
5 Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 2.15 7 Cum 2137.00 0.00 2137.00 0 2137.00 106.85 2243.85 2137 7 2137 7 2282.00 7.00 1935 7
6 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305 PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. 19.60. 147 Cum 455.00 0.00 455.00 0 455.00 22.75 477.75 455 147 455 147 564.00 147.00 579 147
7 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19 PWD Belagavi Circle 2018-19 Page No 222 Item No27.18 27.18 222 Cum 5187.00 1034.00 4153.00 4.40 1249.6 5402.60 270.13 5672.73 5187 222 5187 222 5109.00 222.00 4974 222
8 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100 PWD Belagavi Circle 2018-19 Page No 222 Item No27.24 27.24 222 Cum 5191.00 1128.00 4063.00 4.80 1363.2 5426.20 271.31 5697.51 5191 222 5191 222 5181.00 222.00 5018 222
9 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height. PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3 28.7.3 226 Cum 5363.00 1598.00 3765.00 6.80 1931.2 5696.20 284.81 5981.01 5363 226 5363 226 5410.00 226.00 5209 226
10 KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 PWD Belagavi Circle 2018-19 Page No 227 Item No28.7.12 28.7.12 227 Cum 5377.00 1598.00 3779.00 6.80 1931.2 5710.20 285.51 5995.71 5377 227 5377 227 5461.00 227.00 5255 227
11 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1 29.5.1 233 Cum 6479.00 1598.00 4881.00 6.80 1931.2 6812.20 340.61 7152.81 6479 233 6479 233 6568.00 233.00 6340 233
KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500 PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. 28.8.2. 229 Tonne 67543.00 47927.25 19615.75 1.05 61879.65 81495.40 4074.77 85570.17 67543 229 67543 229 67543.00 229.00 68710 229
12 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 29.29.2 239 Tonne 69113.00 47927.25 21185.75 1.05 61879.65 83065.40 4153.27 87218.67 69113 239 69113 239 69113.00 239.00 70280 239
13 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700 PWD Belagavi Circle 2018-19 Page No 247 Item No32.6 32.6 247 Cum 5525.00 1128.00 4397.00 4.80 1363.2 5760.20 288.01 6048.21 5525 247 5525 247 5552.00 247.00 5422 247
14 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 PWD Belagavi Circle 2018-19 Page No 247 Item No32.7 32.7 247 Cum 9957.00 1692.00 8265.00 7.20 2044.8 10309.80 515.49 10825.29 9957 247 9957 247 10047.00 247.00 10150 247
15 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503 PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 30.1 241 Cum 1613.00 0.00 1613.00 0 1613.00 80.65 1693.65 1613 241 1613 241 1613.00 241.00 1613 241
16 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702 PWD Belagavi Circle 2018-19 Page No 247 Item No32.8 32.8 247 Cum 10300.00 1692.00 8608.00 7.20 2044.8 10652.80 532.64 11185.44 10300 247 10300 247 10378.00 247.00 10509 247
17 K8RRB M2200-5.9. Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.- i) Upto 5 m height. PWD Belagavi Circle 2018-19 Page No 227 Item No28.7.9 28.7.9 227 Cum 5233.00 1504.00 3729.00 6.40 1817.6 5546.60 277.33 5823.93 5233 227 5233 227 5308.00 227.00 5111 227
18 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200. PWD Belagavi Circle 2018-19 Page No 229 Item No28.11 28.11 229 Cum 845.00 0.00 845.00 0 845.00 42.25 887.25 845 229 845 229 969.00 229.00 986 229
19 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200. PWD Belagavi Circle 2018-19 Page No 229 Item No28.13 28.13 229 Cum 2091.00 0.00 2091.00 0 2091.00 104.55 2195.55 2091 229 2091 229 2091.00 229.00 2091 229
20 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200 PWD Belagavi Circle 2018-19 Page No 229 Item No28.10. 28.10. 229 Nos/mtr 147.00 0.00 147.00 0 147.00 7.35 154.35 147 229 147 229 147.00 229.00 146 229
21 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700 PWD Belagavi Circle 2018-19 Page No 247 Item No32.3. 32.3. 247 m 1748.00 0.00 1748.00 0 1748.00 87.4 1835.40 1748 247 1748 247 1757.00 247.00 1815 247
22 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 PWD Belagavi Circle 2018-19 Page No 181 Item No24.7. 24.7. 181 Sqm 82.00 0.00 82.00 0 82.00 4.1 86.10 82 181 82 181 82.00 181.00 82 181
23 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing) PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 24.52 188 Each 2487.00 0.00 2487.00 0 2487.00 124.35 2611.35 2487 188 2487 188 2495.00 188.00 2500 188
24 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600 PWD Belagavi Circle 2018-19 Page No 244 Item No31.6. 31.6. 244 m 1089.00 0.00 1089.00 0 1089.00 54.45 1143.45 1089 244 1089 244 1089.00 244.00 1079 244
25 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705 PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 32.5 247 Nos 1552.00 0.00 1552.00 0 1552.00 77.6 1629.60 1552 247 1552 247 1552.00 247.00 1552 247
26 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing) PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 24.52 188 Nos 2487.00 0.00 2487.00 0 2487.00 124.35 2611.35 2487 188 2487 188 2495 188 2500 188
27 Providing and construction of steel wire mesh Gabion retaining wall for retaining walls with Mechanically woven double twisted, mechanically selvedge, Zinc+PVC coated Gabion of mesh type 10x12, wire dia 2.7/3.7mm (inner/outer diameter), selvedge wire dia 3.4/4.4mm as per standards (EN/IS 16014) with diapragms (partitions), in every 1M for Gabions of length higher then 1.5m as per standards, from manufactures of proven experience in similar technology, including filling of rubble of size 150mm to 250mm at site including packing compactness to lins and levels in the exposed face of masonry, in dry condition, simultaneously during the course as per construction guidelines by the department/ installation guidelines of manufacturer, including all lead, lift and labour etc. complete (in case of under water installation, the appropriate provision for crane , extra labour etc,, need to be taken extra) PWD Belagavi Circle 2018-19 Page No 254 Item No38.28.8 38.28.8 254 m 3700.00 0.00 3700.00 0 3700.00 185 3885.00 3700 254 3700 254 3467 254 3466 254
27 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4 34.6.4 254 m 3467.00 0.00 3467.00 0 3467.00 173.35 3640.35 3467 254 3467 254 3467.00 254.00 3466 254
Sl. No Box Cell SizeNo/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Link middle wall th. More than 1 vent
Return Wall Box 3x2 m, 2 Vent No of Groups 0 Approach Slab 1.00 Curtain Wall D/S
2 Length 1.00 Width Road Width 12.00 Thickness 0.25 Ht Width offset
Returnwall dimension changes for different Heights or No of CD vents M-15 0.10 Box Width 3.00 Vent 2 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 1.00 0.30 Box Ht 2.00 Footing 1st 0.600 0.400
1 6 Above GL 2.975 0.40 End Walls (F) 0.40 No Of Outer Walls 2 Footing 2nd
Base Slab 0.30 2.65 Middle Walls (g) 0.30 No Of Inner Walls 1 Length D M-10 Footing 3rd
7.5 Murrum 0.15 Top Slab (d) 0.45 Excavation Depth 1.05 Floor Apron D/S 0 0.3 Wall
Murrum Off 0.10 Bottom Slab, e 0.45 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.30 For Apron D/S 3 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
for small cds make diversion qty should be 0, & keep qty for major cds Width 0.00 M-15 Offset 0.10 Box 0.025 0 Wall
Approch Slab 0.025 2
0 Diversions 50.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 2 V, ( 3 m x 2 m )
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
Top Slab & Bottom Slab 2 2 10.00 2.00 0.25 0.00
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
3 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
4 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Curtain Wall D/S 2 1 0.60 14.500 0.75 13.05
Curtain Wall U/S 2 1 0.60 14.500 0.75 13.05
Nala Training 2 2 10.00 7.900 0.30 94.80
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 2 4 1.00 2.85 0.15 3.42 1.00
5 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 2 4 1.00 2.85 0.15 0.00 0.00
6 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 2 1 0.00 14.50 0.00 0.00
Floor Apron U/S 2 1 0.00 13.00 0.00 0.00
Curtain Wall D/S 2 1 0.60 14.50 0.15 2.61
Curtain Wall U/S 2 1 0.60 14.50 0.15 2.61
7 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 2 1 0.40 14.50 0.60 6.96
Curtain Wall U/S 2 1 0.40 14.50 0.60 6.96
Parpet Wall Ch : 0 32 0.30 1.20 0.00
KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.c) - i) Upto 5 m height.
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 2 1 12 2.0 0.30 14.40
Return Wall Base Slab 2 4 1.00 2.65 0.30 6.36
Return vertical wall 2 4 1.00 0.35 3.98 11.13
8 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x2 m, 2 Vent
Parapet Wall 2 2 9 0.20 0.60 4.37
9 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200.TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 13.92 0.35 Total bbs qty kg/cum Total bbs qty Kg/cum
KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne 5.67 Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 2 2 1.00 12.00 0.25 12.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications.MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 2 2 12.00 48.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 2 1 0.00 14.50 0.30 0.00
Floor Apron U/S 2 1 0.00 13.00 0.30 0.00
Reuse of Stone M Head wall Qtty -0.3 48.38 -14.51
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 1 1.00 2.975 0.3 0.00
16 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 2 2 12.00 0.60 2.450 70.56
Behind Returns 2 4 1.00 0.60 2.975 14.28
17 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 2 4 3.0 24.00 36.80
18 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications.MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
19 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 2 4 4.00 32.00 2487.00 79,584.00 79584.00 0.00
20 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 2 4 8.00
21 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 2 4 2.10 2.975 49.98
Middle Wall 2 2 0.30 0.300 0.36
Parapet wall 2 2 9.10 1.400 50.96
For Top Slab 2 2 7.10 0.450 12.78
22 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications.Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 2 2 7.50 0.00 0.00
23 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PWD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 2 2 0.00 0.00
Assistant Engineer Assistant Executive Engineer
PWD, Sub-Division PWD, Sub-Division
Sindagi Sindagi
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 100.32
Density of back fill (kN/m3) = 18 36.01
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.32625 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 2.349 0.4057699736
Wearing Course 0.075
Wall Height of Wall, H (m) 3.915 Box Top Slab 0.37 2x2
Profile Depth of Water Table below GL, H1 (m) 4.915 Box Ht 2.00
Depth of soil above toe slab, H2 (m) 1.500 Bottom Slab 0.37
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 1.5
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 3.600
Base slab toe dimension, B1 (m) 1.200 0
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 2.000
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 4.32 147.37 86.93 80.34 55.86
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 81.00
Passive pressure at bottom, (kN/m2) = 102.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 36.72
Passive Moment about Toe (kNm/m) = -4.78
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 29.363 1.450 42.576
Wall (Triangle) 4.894 1.267 6.199
Soil load over Toe Slab 27.000 0.600 16.200
Soil +sub-soil water(if any) over Heel Slab 140.940 2.600 366.444
Surcharge load 7.200 2.600 18.720
Maximum Total = 245.396 - 514.938
Total neglecting surcharge load = 238.196 - 496.218
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 238.196 - 496.218 1
C.G. of vertical loads from Toe: Case: Total load = 514.938 /245.396 2.098 m
Case: Total neglecting surcharge load = 496.218 /238.196 2.083 m
Eccentricity= 0.298 < B/6 0.60 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 147.37 kNm
Resisting Moment = 514.938 kNm
Factor of safety against over turning = 3.49 > 1.5, Section O.K.
Horizontal Sliding Force = 86.93 kN
Resisting Force = 238.196 x 0.55 +36.72 167.7278 kN
Factor of safety against sliding = 1.93 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 80.34 kNm
Resisting Moment = 496.218 kNm
Factor of safety against over turning = 6.176 > 1.5, Section O.K.
Horizontal Sliding Force = 55.86
Resisting Force = 238.196 x 0.55 +36.72 167.728 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 3.00 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 2010.619298
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.78 11.215 0.054 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
2.35 50.199 0.205 0.821 3.755 0.582 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 100.32 78.88 71.74 36.01
Soil Pressure at P = 100.32 kN/m2 TOE/HEEL 27 27 70.47 70.47
Soil Pressure at Q = 78.88 kN/m2 73.32 51.88 1.27 -34.46
Soil Pressure at R = 71.74 kN/m2
Soil Pressure at S = 36.01 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 69.939 kN/m2
Soil Pressure at Q = 67.42 kN/m2
Soil Pressure at R = 66.58 kN/m2
Soil Pressure at S = 62.392 kN/m2 2.519
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 4.188
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 100.32 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 78.88 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 71.74 kN/m2
Soil Pressure at S = 36.01 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 69.94 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 67.42 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 66.58 kN/m2
Soil Pressure at S = 62.39 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 70.803 0.207 0.588 0.557 Section is OK 4.197
Heel Slab 71.811 0.210 0.588 0.557 Section is OK 4.197
Certified that I, Junior Engineer of ULB have personally visited the spot and Checked the estimate prepared by PMC as per current schedule of rates and Items provided for the most economical and safe way of executing the work.
Certified that, the work proposed in this estimate has not been taken up under any other head/program by any agency. The said work has not been included/proposed/over lapped in any other proposed or approved programme.and it is as per approved action plan.
Certified that I Executive Engineer/Assistant Executive Engineer DUDC, Vijaypur Checked the estimate prepared by PMC as per current schedule of rates and Items provided for the most economical and safe way of executing the work.
Assistant Executive Engineer, DUDC Vijaypur Executive Engineer, DUDC Vijaypur
CONSULTANTS CERTIFICATE
Certified that,
1 Proposed works are within the ULB limits.
2 The proposed works are included in the approved Action Plan.
3 We have inspected the site, verified the provisions made in the DPR and made necessory corrections in consultation with authority & provisions made in DPR are adequate for present site condition and necessary for successful completion of the project.
CERTIFICATE (As per para 133 of K.P.W.D)
Name of the Division : District urban development cell Vijayapur / TMC Indi
Name of the Sub- Division :
Major Head : Amrut C.M. Nagarothana Phase IV
Department Head :
Cost of work, Rs in Lakhs : : 67.63
Above Work Estimates Scrutinized in the Office of the Town Municipal Council.
Administratively approved under :
Technically Sanctioned under :
Estimate Prepared by : M/s. Infrasupport Engineering Consultants Pvt. Ltd.
Estimate Scrutinized by : Sri.
TOWN PANCHAYAT, DEVARHIPPARAGI
CHIEF MINISTER AMRUT NAGAROTHANA (MUNCIPALTY) OF PHASE-4 IN DEVARHIPPARAGI TOWN PANCHAYAT
Construction of Bridge to Jatti Halla in Devarhipparagi TP.
ESTIMATED COST: Rs. #REF!
DETAILED PROJECT REPORT
SR. NO. DESCRIPTION Remarks
CALCULATION OF MAXIMUM SCOUR DEPTH
1 Dischrge by Catchment Area method
By Ryve's Formulae
where Q= Discharge in M3 per sec.
C= Ryve's Constant =8.5
M= Area of Catchment in Sq. Kms=
There fore Q = 8.5 x (1137.5)^0.66
Hence Q= 883.785 M3 / Sec
1 Dischrge by Velocity Area method
by Manning's formula
velocity= (1/n) x R^0.66 x S ^ 0.5
Slope = 1 in 200
Wetted perimeter ( from drwg)= 10.00 Mts
Wetted area from C/s drawing = 12.00 M2
Hydraulic mean depth=R= 1.2000
Therefore Velocity= 3.9876 Mts/Sec
hence Discharge= Area x Velocity= 47.85 M3 / Sec
2 Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discarge=883.785 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 8.88
There fore maximum Scour level=99.38-8.88= 90.505
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
Scour Depth = Sd= 0.473 x (Q/f)^ 0.33
Q= Discharge= 1392.94 Cumecs
f= silt factor for alluvial soil= 1.00
There fore scour depth=
Maximum scour depth below HFL= 2 x Sd= 3.39
There fore maximum Scour level=99.38-10.31= 95.990
Foundation level (lowest)= 86.080
Foundation level (Highest)= 92.150
HYDROLOGY DESIGN
The maximum flood discharge is calculated based on the catchment area and Ryve's formula
The total catchment area at the site = 0.93 Sq Km
Flood discharge from total Catchment Area: 2325
C = Constant 0.8649
M = Catchment area Roadlevel @CD point Freeboard = 0.60 m
= 0.93 Sq. km Nala bedlevel @CD pt Slab Thk = 0.50 m
Q1 = 8.50 X 0.93 0.67 Diff in m 0.00 Wearing coat = 0.075
Q1 = 8.10 Cumecs HFL Df=Foundation Depth= 3.00 m
Design flood discharge= 8.10 Cumecs Depth of water 2.00
543.977 Length of water way #REF!
NALA DETAILS No of Vents Sqm
RL = 543.977 Ch Length of each ventway
RL = 540.587 Ch Total Ventway Area m
Difference = 3.39 m Catch Discharge = 8.10 H+slab t+WC m
Bed Slope of nala = 1 in 101 AV Discharge= 9.63 Velocity = 1.26 No of Pier
Maximum flood discharge calculation based on cross sectional area at HFL Box Discharge = 10.64 Velocity = 1.77 Road Width 7.50
The probable high flood level mark is RL (HFL) 541.09 m Sill Level 538.960 m 2.1300000 -1.3400000
Details of Nala .
Chainage Nala level HFL RL Depth Average depth Length Area Wetted perimeter
9 NALA CHAINAGES & LEVELS
Wetted perimeter (P) = 64.66 mtr 26.00 7.64 26.03
Area of water way (A) = 43.24 sqmtr
Hydraulic mean depth R = A / P = 0.669
n = 0.035 Pertaining to nala
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 2.17 m / sec
The discharge in the nala at a RL of 541.090 m, (HFL) 93.83 Cumecs. which nearly tallies with maximum
flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Regime Width= w= 4.8(Q) ^ 0.5 mtr
Nala Width= L= 26.00 mtr
The Scour depth due to water flowing in the nala is calculated as below.
D = 0.473(Q/f)1/3 f = 1.50 for coarse sand
Scour depth is taken as 1.5 times the normal scour depth from HFL level
Dmax for U/S = 1.5 x 0.88
Scour Depth Level = 539.00 mtr
Depth of foundation as per site condition(hard Strata) = 2.00 mtr
Hard strata Level as per site = 538.00 mtr
Hence provide foundation at a depth = 538.00 mtr
Design Of Ventway.
Catchment Area (C.A) =A= = 0.93 Sqkm OR 93 Ha
Clear Ventway required = A in Ha / 10.90 = 8.53 Sqm
Road Width = 7.00 m
Road level = 543.43 m
Nala bed level = 538.96 m
Foundation Level = 537.59 m
Slab Thickness = 0.40 m
Free Board = 1.00 m
Depth of Foundation = 0.96 m
Bottom of Slab = 542.96 m
Thickness of Wearing Coat = 0.075 m
Depth fo Water = 2.18 m
HFL at site = 541.14 m
Afflux at Site = 0.05 m
Height=H= = 3.18 m 0.06 Afflux
Ht of Box adopted 4.00
Span of vent way adopted = 4.00 m x 4.00
Area of Each Vent = 4.00 x 2.23
No of Vents Provided = Adopt 4 Nos.
No of Vents required = 6.32
Total Ventway provided = 3.00 x 0.45 X 5.00
Provide no of Piers = 4.00
Maximum flood discharge in the Bridge Vents :
The probable high flood level mark is RL+Afflux 540.364 m Sill Level 539.964 m
Details of Nala .
Chainage Nala level Bridge Bed Level HFL RL Depth Average depth Length Area Wetted perimeter
Wetted perimeter (P) = 19.000 mtr
Area of water way (A) = 6.00 sqmtr
Hydraulic mean depth R = A / P = 0.316
R 2/3 = 0.464 Pertaining to revised nala
n = 0.030 Catch Discharge = 8.10
S = 1 in 76 AV Discharge= 9.63 Velocity = 1.26
Velocity (v) = (1/n) (R 2/3)(S 1/2) = 1.77 m / sec Box Discharge = 10.64 Velocity = 1.77
The discharge in the nala at a RL of 540.364 m, (HFL) 10.64 Cumecs.
which is nearly equal to flood discharge by Ryve's formula. Hence, HFL adopted is correct.
Afflux Calculations:
Area of C.S of water flow = A = 6.00 Sq mtr
Area of C.S of unobstructed flow = a = 7.64 Sq mtr
Effective Afflux= 0.06 m
Revised HFL= 540.38 m
Hence the revised HFL adopted is safe
DESIGN OF APRON
Ds=Scour Depth below nala bed level. 1.96 m
Upstream Hard Apron= 1 X Ds
Upstream Launching Apron= 1 X Ds
Downstream Hard Apron= 1.5 X Ds
Downstream Launching Apron= 1.50 X Ds
Structural Design of Cantilever Wall:
Grade of concrete = 20.00 N/mm2
Grade of steel = 415.00 N/mm3
Permissible stress in concrete scbc = 7.00 N/mm2
Using M20 cc and Fe415 grade st:
Permissible stresses are: σcbc = 7 N/mm2
σst = 190 N/mm2
σct = 1.7 N/mm2
σcbt = 1.7 N/mm2
Permissible stress in steel (Bending) sst = 190.00 N/mm2
Permissible stress in steel(Direct tension) ssc = 190.00 N/mm3
k mc/(mc+σcbc) = 0.33
Q 0.5 k j σcbc = 1.03
Minimum Cover to Reinforcement:
Minimum thickness of wall = 200 mm
Minimum thickness of slab = 200 mm
Density of concrete = 25000 N/m3
Density of Water = 10000 N/m3
The tank wall is designed for the following conditions:
c)Soil Pressure are considered independently.
Full ht Walls are provided .
Height of wall = H1 = = 3.00 m
Depth of Soil outside Hs1 = 0.00 m
Length of retaining wall= = 4.50 m
Density of soil (γ1) Ws= 18000.0 N/m3
Angle of internal friction=Phi = 30.0 degrees
Safe Bearing Capacity of Soil(qo) (Assumed) = 120000 N/m2
Coefficient of Active Earth Pressure=Ce = (1-sin (phi))/(1+sin(phi))
Coefficient of Active Earth Pressure=Ce Ce= 0.33
Coefficient of Water Pressure=C C= 1.0
Assumed Thickness of Long Wall at top =T1= = 0.35 m
Assumed Thickness of Long Wall at bottom =T2= = 1.00 m
Depth of Foundation
Minimum Depth of Foundation
d min = (qo/ws)*((1-sin phi)/(1+sin phi))^2
However provide d min at depth of,to accommodate the base slab=
Height including Base slab= H-= 6.0 m
Dimension of base
The ratio of length of Toe to Length of Base = Apha
Alpha= (1- (qo/(2.2 * Ws * H1)
Width of the Base=b=
b= 0.95 H sqrt(Ka/(1-Alpha)*(1+3 Alpha))
Base width from consideration of Sliding
b= 0.7 *H * Ka* (1-Alpha)* Cf
Normally b=0.4 to 0.6 H
Cf=Coefficient of Friction= 0.5
Adopt b = 6.4 m
Width of Toe Slab= aplpha * b
Let the Thickness of wall=ts= H1/12
Effective Ht=H2= 5.3 m
Vertical Cantilever Wall Analysis for Long Wall
The max pressure at the bottom=
The maximum pressure at bottom V1= V1 = Ce *Ws*H2
The fixed moment for the wall at the bottom M4= P1 X h2/6
Depth of wall= = Sqrt (Moment/Q x b)
Total depth with cover = = 430.00 mm
Effective depth d2 e= = 390.00 mm
Area of steel=As= = Moment/(fst*j*d2e)
Using bar diam = 20.00 mm
c/s area of bar = 314.16 mm2
spacing of mm bars = 139.20 mm
say = 130.00 mm
Maximum spacing
So adopt a spacing = 130.00 mm
Distribution Bars
Minimum percentage of steel to be provided on both the faces :
Minimum Percentage of steel to be provided = 0.21
Minimum Area of Steel=Ast= 0.21% X Depth of slab/100 mm2
Thickness of wall = 430.00 mm
Percentage of steel for distribution = 0.21 %
Area of steel = 903.00 mm2
Area on each face at 50 % = 451.50 mm2
Using Diameter of bars = 10.00 mm
c/s area of bar = 78.54 mm2
spacing of mm bars = 173.95 mm
say = 170.00 mm
Maximum spacing
So adopt a spacing = 170.00 mm
Stability Analysis 0.35
A.Stabilty against Overturning (About Toe)
Wt of Concrete = 25000 N/Cum
Wt of wall Rectangular Portion 46375 3.343 155016.6351
Wt of wall Triangular Portion 43062.5 3.73 160810.1641
Wt of Base Slab 112000 3.20 358400
Wt of Soil on Heel 212964 5.28 1125265.436
Earth Pressure 108000 2.00 216000
Disturbing Moment=Md= 1799492.235 216000
Restoring Moment=Mr=
Factor Against Overturning=Mr/Md ='+M/-M Nm
B.Stability Against Sliding
Horizontal Force=Hf= 108000 N
Vertical Force=Vf= 414401 N
Factor of Safety= (Vf*C.f)/Hf
Pressure Distribution
Resultant Distance=x= M/V
Eccentricity=e= b/2-x
Pressure at P1 102456.52 N/Sqm < 120000
Presure at P2 27043.84 N/Sqm < 120000
Pressure at Junction of stem and Toe slab 65131 N/Sqm
Pressure at Junction of stem and Heel slab 76153 N/Sqm
Design of Toe Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 84956.52 N/Sqm
Net upward pressure at P2 9543.84 N/Sqm
Shear force at Junction 149673.3 Nm
Bending Moment at Junction 237058.3 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 500 mm
Effective Depth=de= 460
Area of steel=As= 3047 Sq mm
Adopt a diameter 20 mm
Development Length = Ld = 45*dia
Spacing 120.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 12.00 mm
Spacing= 140.00 mm
Adopt Spacing= 140.00 mm
Check for One Way Shear
Base Pressure = 149673.30 Nm
Base Thickness = 0.70 m
One way shear stress at d = 213819.00 N/Sqm
Percentage Steel provided = 0.37 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Minimum percentage of steel to be provided on both the faces :
Design of Heel Slab
Downward wt of slab 17500 N/Sqm
Net upward pressure at P1 84956.52 N/Sqm
Net upward pressure at P2 -7956.16 N/Sqm
Shear force at Junction 85944.8 Nm
Bending Moment at Junction 95928.3 Nm
Depth of slab= sqrt ( M / ( Q x 1))
Adopt depth=d= 350 mm
Effective Depth=de= 310
Area of steel=As= 1830 Sq mm
Adopt a diameter 16 mm
Development Length = Ld = 45*dia
Spacing 120.00 mm c/c
Distribution Steel
As= 0.12 % of Cross Section Area
Adopt distribution bars= 10.00 mm
Spacing= 100.00 mm
Adopt Spacing= 100.00 mm
Check for One Way Shear
Base Pressure 85945 Nm
Base Thickness 0.70 m
One way shear stress at d 122778 N/Sqm
Percentage Steel provided 0.24 %
Permissible Shear Stress, Tcp is much greater than the shear stress at min % of steel.
Thickness Main Bars Dist Bars
Width at Top 0.35
Width at H/4 0.51
Width at H/2 0.68
Width at 3H/4 0.84 20# @130mm c/c 10# @170mm c/c
Width at Bottom 1.00
Average Width 0.68
Length Thickness Top Layer Bars Bottom Layer Bars Distr
Toe Slab 3.17 0.7
Length Thickness Top Layer Bars Bottom Layer Bars Distr
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 95.71
Density of back fill (kN/m3) = 18 49.75
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.3729166667 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 260.05
Coefficient of base friction between soil and concrete 0.55 2.685 -0.1636908757
Wearing Course 0.075
Wall Height of Wall, H (m) 4.475 Box Top Slab 0.40 2x2
Profile Depth of Water Table below GL, H1 (m) 5.475 Box Ht 3.00
Depth of soil above toe slab, H2 (m) 1.000 Bottom Slab 0.30
Wall thickness at top of base slab, T1 (m) 0.300 Scour Depth 1
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 3.000 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.000 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.300
Base Heel slab dimension, B2 (m) 1.700
Base Heel slab thickness, D2 (m) 0.300
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 4.78 190.96 102.78 108.87 68.40
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 54.00
Passive pressure at bottom, (kN/m2) = 70.20
Depth of passive resistance (m) = 0.30
Passive Force (kN/m) = 18.63
Passive Moment about Toe (kNm/m) = -1.82
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 33.563 1.150 38.597
Wall (Triangle) 0.000 1.000 0.000
Soil load over Toe Slab 18.000 0.500 9.000
Soil +sub-soil water(if any) over Heel Slab 136.935 2.150 294.410
Surcharge load 7.200 2.150 15.480
Maximum Total = 218.198 - 391.237
Total neglecting surcharge load = 210.998 - 375.757
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 210.998 - 375.757 1
C.G. of vertical loads from Toe: Case: Total load = 391.237 /218.198 1.793 m
Case: Total neglecting surcharge load = 375.757 /210.998 1.781 m
Eccentricity= 0.293 < B/6 0.50 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 260.05 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 190.96 kNm
Resisting Moment = 391.237 kNm
Factor of safety against over turning = 2.05 > 1.5, Section O.K.
Horizontal Sliding Force = 102.78 kN
Resisting Force = 210.998 x 0.55 +18.63 134.6789 kN
Factor of safety against sliding = 1.61 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 108.87 kNm
Resisting Moment = 375.757 kNm
Factor of safety against over turning = 3.451 > 1.5, Section O.K.
Horizontal Sliding Force = 68.40
Resisting Force = 210.998 x 0.55 +18.63 134.679 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 1.97 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 242 175.035 2010.619298
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
0.90 13.271 0.071 0.301 10.232 0.385 Section is OK Percentage Steel provided = 0.430 #REF!
2.69 61.440 0.332 0.544 5.669 0.494 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 95.71 80.39 75.80 49.76
Soil Pressure at P = 95.71 kN/m2 TOE/HEEL 18 18 80.55 80.55
Soil Pressure at Q = 80.39 kN/m2 77.71 62.39 -4.75 -30.80
Soil Pressure at R = 75.80 kN/m2
Soil Pressure at S = 49.76 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 76.761 kN/m2
Soil Pressure at Q = 72.48 kN/m2
Soil Pressure at R = 71.19 kN/m2
Soil Pressure at S = 63.904 kN/m2 4.281
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 7.286
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 95.71 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 80.39 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 75.80 kN/m2
Soil Pressure at S = 49.76 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 76.76 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 72.48 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 71.19 kN/m2
Soil Pressure at S = 63.90 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 75.702 0.313 0.831 0.636 Section is OK 2.970
Heel Slab 58.759 0.243 0.831 0.636 Section is OK 2.970
Town Panchayati, Kalloli
ವಾರ್ಡ ನಂ.2ರಲ್ಲಿ ನಾಗನೂರ ಮನೆಯಿಂದಾ ಆನೆಪ್ಪನ ಕೆನಾಲವರೆಗೆ ವಿದ್ಯುತ್ ಕಂಬಗಳು ಹಾಗೂ ಟಿಸಿ ಅಳವಡಿಸುವುದು.
Detailed Quantity Estimate for Electrical Works
SL. No. Page No Item No. DESCRIPTION OF WORK Unit No L B Depth Quantity
1 BESCOM-Part-3, Page No-1, Item No-1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785
Pole No 16 16.00
2 BESCOM-Part-3, Page No-1, Item No-1.03 CC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785
3 BESCOM-Part-3, Page No-2, Item No-6.01 1 kV Ceramic Pin Insulator (Shell only)
Pole No 54 54.00
4 BESCOM-Part-3, Page No-2, Item No-6.07 No. 15 Strain Insulator
Pole No 54 54.00
5 BESCOM-Part-3, Page No-1, Item No-2.05 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018)
Pole No 10 10.00
6 BESCOM-Part-3, Page No-2, Item No-6.08 DISC Insulator 45 kN Porcelain
Pole No 10 10.00
7 BESCOM-Part-3, Page No-3, Item No-7.02 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
Pole Km 1.85 1.85
8 BESCOM-Part-3, Page No-6, Item No-18.01 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018)
Substation each 1 1.00
9 BESCOM-Part-3, Page No-6, Item No-20.01 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018)
Substation each 1 1.00
10 BESCOM-Part-3, Page No-6, Item No-21.01 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977, For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS
Substation each 2 2.00
11 BESCOM-Part-3, Page No-8, Item No-24.01 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018)
Substation each 2 2.00
12 BESCOM-Part-3, Page No-8, Item No-24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS
Substation each 2 2.00
13 BESCOM-Part-3, Page No-17, Item No-55.01 Alkathine tube, Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr
Substation each 2 2.00
14 BESCOM-Part-3, Page No-4, Item No-12.04 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014,A. OPEN BUSHING TYPE, 63 kVA, Aluminum Wdg, Star 2 (5 Star)
Substation No 2 2.00
15 Page no. 44, Item SR No.6.19.2, (PWD Ele SR. 2019-20) Chemical earthing for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one ohm page no. 44, item sr no.6.19, (SR. 2019-20), Using 6ft. Copper bonded rod with backfill compound
Substation No 8 8.00 8.00 5325 42,600.00
16 PWD SR 2021-22, Vol-2, Page no. 95, Item SR No11.58, Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm). (Vol. 2, P.No. 95, I.No. 11.58)
Sqm Total 134.40
17 PWD SR 2021-22, Vol-2, Page no. 81, Item SR No11.16.3, Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Vol. 2, P.No. 81, I.No. 11.16.3)
No Length Kg/m 0.00 676 0.00
Horizontal MS Angles 30*30*5mm - Top & Bottom 4 8.00 2.20 70.40 70.40 676 47,590.40
Horizontal MS Flats 40*4mm - Middle 2 8.00 1.26 20.16 20.16 676 13,628.16
17 Volume 1 Page No 06 Item No 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. (Volume 1 Page No 06 Item No 1.6.1)
18 Volume 1 Page No 15 Item No 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4)
19 Volume 1 Page No 17-Item No 2.4.1 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, Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.4.1)
20 Volume 6, BESCOM Part-II, Page No 03, Sl No. XXVII Supplying and fixing of CAUTION/DANGER Board
Substation No 4 4.00 4.00 110 440.00
Sl.No Item of Work Unit SR. Volume /Page /Sl. No. Basic Rate / Issue Rate Area Wt. 05% Final Rate
1 Electrification works
1 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 No BESCOM-Part-3, Page No-1, Item No-1.01 7153.00 7,153.00
2 CC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785 No BESCOM-Part-3, Page No-1, Item No-1.03 5306.00 5,306.00
3 1 kV Ceramic Pin Insulator (Shell only) No BESCOM-Part-3, Page No-2, Item No-6.01 76.00 76.00
4 No. 15 Strain Insulator No BESCOM-Part-3, Page No-2, Item No-6.07 55.00 55.00
5 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No BESCOM-Part-3, Page No-1, Item No-2.05 303.00 303.00
6 DISC Insulator 45 kN Porcelain No BESCOM-Part-3, Page No-2, Item No-6.08 470.00 470.00
7 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM KM BESCOM-Part-3, Page No-3, Item No-7.02 61515.00 61,515.00
8 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) Each BESCOM-Part-3, Page No-6, Item No-18.01 22809.00 22,809.00
9 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) Each BESCOM-Part-3, Page No-6, Item No-20.01 975.00 975.00
10 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977, For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS Each BESCOM-Part-3, Page No-6, Item No-21.01 18247.00 18,247.00
11 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Each BESCOM-Part-3, Page No-8, Item No-24.01 9125.00 9,125.00
12 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS Each BESCOM-Part-3, Page No-8, Item No-24.04 4543.00 4,543.00
13 Alkathine tube, Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr Each BESCOM-Part-3, Page No-17, Item No-55.01 504.00 504.00
14 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014,A. OPEN BUSHING TYPE, 63 kVA, Aluminum Wdg, Star 2 (5 Star) Each BESCOM-Part-3, Page No-4, Item No-12.04 176257.00 176,257.00
15 Chemical earthing for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one ohm page no. 44, item sr no.6.19, (SR. 2019-20), Using 6ft. Copper bonded rod with backfill compound Each Page no. 44, Item SR No.6.19.2, 5325.00 5,325.00
16 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm). (Vol. 2, P.No. 95, I.No. 11.58) Each PWD SR 2021-22, Vol-2, Page no. 95, Item SR No11.58, 676.00 33.80 709.80
17 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Vol. 2, P.No. 81, I.No. 11.16.3) Kg PWD SR 2021-22, Vol-2, Page no. 81, Item SR No11.16.3, 110.00 5.50 115.50
17 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. (Volume 1 Page No 06 Item No 1.6.1) Cum Volume 1 Page No 06 Item No 1.6.1 470.00 23.50 493.50
18 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 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) Cum Volume 1 Page No 15 Item No 2.1.4 5728.00 286.40 6,014.40
19 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, Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.4.1) Cum Volume 1 Page No 17-Item No 2.4.1 5880.00 294.00 6,174.00
20 Supplying and fixing of CAUTION/DANGER Board Each Volume 6, BESCOM Part-II, Page No 03, Sl No. XXVII 199.00 199.00
SL NO ITEM CODE DESCIPTION OF WORK UNIT QTY FINAL RATE ( in Rs.) AMOUNT (in Rs.)
1 Electrification works
1 BESCOM-Part-3, Page No-1, Item No-1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 No 16.00 7,153.00 114,448.00
2 BESCOM-Part-3, Page No-1, Item No-1.03 CC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785 No 4.00 5,306.00 21,224.00
3 BESCOM-Part-3, Page No-2, Item No-6.01 1 kV Ceramic Pin Insulator (Shell only) No 54.00 76.00 4,104.00
4 BESCOM-Part-3, Page No-2, Item No-6.07 No. 15 Strain Insulator No 10.00 55.00 550.00
5 BESCOM-Part-3, Page No-1, Item No-2.05 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No 10.00 303.00 3,030.00
6 BESCOM-Part-3, Page No-2, Item No-6.08 DISC Insulator 45 kN Porcelain No 10.00 470.00 4,700.00
7 BESCOM-Part-3, Page No-3, Item No-7.02 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM KM 1.85 61,515.00 113,803.00
8 BESCOM-Part-3, Page No-6, Item No-18.01 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) Each 1.00 22,809.00 22,809.00
9 BESCOM-Part-3, Page No-6, Item No-20.01 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) Each 1.00 975.00 975.00
10 BESCOM-Part-3, Page No-6, Item No-21.01 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977, For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - MS Each 2.00 18,247.00 36,494.00
11 BESCOM-Part-3, Page No-8, Item No-24.01 11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) Each 2.00 9,125.00 18,250.00
12 BESCOM-Part-3, Page No-8, Item No-24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS Each 2.00 4,543.00 9,086.00
13 BESCOM-Part-3, Page No-17, Item No-55.01 Alkathine tube, Transparent Alkathine tube 19 mm dia, 2 mm thick incoils of 30 Mtr Each 2.00 504.00 1,008.00
14 BESCOM-Part-3, Page No-4, Item No-12.04 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014,A. OPEN BUSHING TYPE, 63 kVA, Aluminum Wdg, Star 2 (5 Star) Each 2.00 176,257.00 352,514.00
15 Page no. 44, Item SR No.6.19.2, (SR. 2019-20) Chemical earthing for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one ohm page no. 44, item sr no.6.19, (SR. 2019-20), Using 6ft. Copper bonded rod with backfill compound Each 8.00 5,325.00 42,600.00
16 PWD SR 2021-22, Vol-2, Page no. 95, Item SR No11.58, Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm). (Vol. 2, P.No. 95, I.No. 11.58) Each 134.40 709.80 95,397.00
17 PWD SR 2021-22, Vol-2, Page no. 81, Item SR No11.16.3, Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Vol. 2, P.No. 81, I.No. 11.16.3) Kg 0.00 115.50 0.00
17 Volume 1 Page No 06 Item No 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. (Volume 1 Page No 06 Item No 1.6.1) Cum 5.76 493.50 2,843.00
18 Volume 1 Page No 15 Item No 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) Cum 0.41 6,014.40 2,436.00
19 Volume 1 Page No 17-Item No 2.4.1 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, Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.4.1) Cum 3.04 6,174.00 18,754.00
20 Volume 6, BESCOM Part-II, Page No 03, Sl No. XXVII Supplying and fixing of CAUTION/DANGER Board Each 4.00 199.00 796.00
TOTAL 865,821.00
Sl. No Box Cell Size No/ a x b /Ec No of Vent a b c d e f g h Qty of Steel (kg) Qty of Concrete (cum) 0 0 0 0 0
Return Wall Box 3x3 m, 5 Vent No of Groups 2 Approach Slab 7.50 Curtain Wall D/S
3 Length 7.50 Width Road Width 12.00 Thickness 0.25 Ht Width offset
M-15 0.10 Box Width 3.00 Vent 5 Levelling Course M-15 0.15 M-15 Thick 0.150 0.600 0.100
Up to GL 2.00 0.30 Box Ht 3.00 Footing 1st 0.600 0.400
1 6 Above GL 4.025 0.40 End Walls (F) 0.47 No Of Outer Walls 4 Footing 2nd
Ht Width Length Base Slab 0.40 4.90 Middle Walls (g) 0.40 No Of Inner Walls 3 Length D M-10 Footing 3rd
1.4 0.6 7.5 Murrum 0.15 Top Slab (d) 0.45 Excavation Depth 1.10 Floor Apron D/S 0 0.3 Wall
0.4 Murrum Off 0.10 Bottom Slab, e 0.50 Floor Apron U/S 0 0.3 Curtain Wall U/S
Extra Offset C 0.45 For Apron D/S 3 0.6 0.10 Ht Width offest
Cut off wall PCC Thick 0.15 Footing 1st 0.600 0.400
Ht 0.0 Murrum 0.15 Expansion Joints Nos Footing 2nd
Width 0.00 M-15 Offset 0.10 Box 0.025 2 Wall
Approch Slab 0.025 2
Diversions 0.0 7.5 0.5
ESTIMATE OF BOX CULVERT: 5 V, ( 3 m x 3 m )
New CD At CH :, , , , ,,,,,,,,,, Nos 1
SN Description of Work Unit Box No L B D Qty Rate Amount
1 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. i)By Mechanical Means A.Cement Concrete Grade M-15& M-20
PWD Belagavi Circle 2018-19 Page No 139 Item No18.20.
2 KSRRB M200 12.3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. B Stone masonary in Cement Mortor
PWD Belagavi Circle 2018-19 Page No 140 Item No18.27
Top & Bottom Slab 1 2 0.00 2.00 0.25 0.00
3 KSRRB M200.21.2.Removal of all types of Hume Pipes and Stacking including earthwork and dismantling of masonry works.
PWD Belagavi Circle 2018-19 Page No 140 Item No18.42
2 KSRRB M2100-2.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM complete as per specifications. MORTH Specification No. 304
PWD Belagavi Circle 2018-19 Page No 220 Item No27.4.
Extra Nala Clean Nala Training (4 Sides ) 4 1 10.00 25.000 0.75 750.00 4.00
Extra Return Toe wall 4 1 7.50 0.800 0.80 19.20 4.00
Providing and Filing in foundation with granite/ Trap broken metal 100 mm and down size & with approved sand including hand picking, ramming, watering including cost of all materials and labour with all lead and lift complete as per specification
PWD Belagavi Circle 2018-19 Page No 7 Item No2.15 If BC then Operate 1
Under Return wall foundation 1 4 7.50 5.10 0.15 0.00 0.00
3 KSRRB M300-53 Construction of embankment with approved Material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification 305
PWD Belagavi Circle 2018-19 Page No 147 Item No19.60. If BC then Operate 0
Under Return wall foundation 1 4 7.50 5.10 0.15 22.95 1.00
For Diversions 1 1 0.00 7.50 0.500 0.00
4 KSRRB M2100-10. Providing and Laying Plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials. Labour, HOM curing, form works, scaffolding and centering complete as per specification. MORTH Specification No. 2100 Schedule Rates PW,P & IWTD, Belagavi Circle 2018-19
PWD Belagavi Circle 2018-19 Page No 222 Item No27.18
Floor Apron D/S 1 1 0.00 25.78 0.00 0.00
Floor Apron U/S 1 1 0.00 24.28 0.00 0.00
Curtain Wall D/S 1 1 0.60 25.78 0.15 2.32
Curtain Wall U/S 1 1 0.60 25.78 0.15 2.32
5 KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
PWD Belagavi Circle 2018-19 Page No 222 Item No27.24
Curtain Wall D/S 1 1 0.40 25.78 0.60 6.19
Parpet Wall Ch : 0 32 0.30 1.20 0.00
6 KSRRB M2200-5.3. Providing and laying Design mix M25 With OPC @ 340kgs, with 40mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. c) - i) Upto 5 m height. 18.98
PWD Belagavi Circle 2018-19 Page No 226 Item No28.7.3
Middle Sides 1 3 12 3.0 0.40 43.20
Return Wall Base Slab 1 4 7.50 4.90 0.40 58.80
Return vertical wall 1 4 7.50 0.35 6.03 63.26
7 KSRRB M2300-3.1. Providing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @340kgs, with 20mm and down size graded granite metal coarse aggregates @3LTS confirming to IS 9103-1999 reaffirmed - 2008, including cost of materials, labour, hom, curing, orm works, scaffolding and centering complete as per Specifications. MORTH Specification No. 1500,1600,1700 &2300IS 456 Height upto 5m
PWD Belagavi Circle 2018-19 Page No 233 Item No29.5.1
Box 3x3 m, 5 Vent
Parapet Wall 0 2 33 0.25 0.75 0.00
8 KSRRB M2200 -6: Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No. 1600 & 2200. TMT bars Fe-500
PWD Belagavi Circle 2018-19 Page No 229 Item No28.8.2. Curtain Wall Box & Returns
Curtain Wall 0.025 12.37 0.31 Total bbs qty kg/cum Total bbs qty Kg/cum
9 KSRRB M2200-14 :Providing TMT Bars Fe 500 steel Reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid)including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 Slab & Parapet
PWD Belagavi Circle 2018-19 Page No 239 Item No29.29.2 Tonne Bbs qty Diff qty Kg/cum -bbs
10 KSRRB M2700-6. PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification complete as per specifications. MORTH Specification No.2700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.6
11 KSRRB M2700-7.Reinforced cement concrete M30 approach slab including reinforcement @70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704
PWD Belagavi Circle 2018-19 Page No 247 Item No32.7
For Approach slab 1 2 7.50 12.00 0.25 45.00
12 KSRRB M2600-6. 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, including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2600
PWD Belagavi Circle 2018-19 Page No 244 Item No31.6.
Approch Slab 1 2 12.00 24.00
13 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @360 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, and reinforcement at 75 kg/cum with superplastiser @3lts confirming to IS9103-1999 Reaffirmed - 2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2702
PWD Belagavi Circle 2018-19 Page No 247 Item No32.8
14 KSRRB M2500-1.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. A. Boulder Laid Dry Without Wire Crates MORTH Specification no 2503
PWD Belagavi Circle 2018-19 Page No 241 Item No30.1 Cum
Floor Apron D/S 1 1 0.00 25.78 0.30 0.00
Floor Apron U/S 1 1 0.00 24.28 0.30 0.00
15 KSRRB 2200-8.1 : Back Filling behind abutment, wing wall and returns complete as per drawing and specifications. Granular Material, MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.11
Behind Returns 0 8 7.50 4.025 0.3 0.00
16 KSRRB M2200-9: Providing and filling filter media with granular material /stone crushed aggregate satisfying the requirement laid down in Clause 2500.4.2.2. of MORTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the the wall and provided over the entire surface behind abutments, wing walls and return walls to a full height compacted to a firm condition complete as per drawing and technical specifications complete as per specification. MORTH Specification No. 710.1.4 of IRC :78 & 2200.
PWD Belagavi Circle 2018-19 Page No 229 Item No28.13
Behind Box end Wall 1 2 12.00 0.60 3.500 50.40
Behind Returns 1 4 7.50 0.60 4.025 72.45
17 KSRRB M2200-8 : Providing weep holes in brick masonrt/ plain/ Reinforced concrete abutment/ wing wall / return wall with 100 mm dia. A.C. Pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and technical specification, MORTH Specification No. 2706 and 2200
PWD Belagavi Circle 2018-19 Page No 229 Item No28.10.
Return walls 1 4 31.0 124.00 36.80
18 KSRRB M2700-3. Construction of RCC railing of M30 Grade in -situ with 20mm nominal size aggregate, true, to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2703, 1500, 1600 & 1700
PWD Belagavi Circle 2018-19 Page No 247 Item No32.3.
19 Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8mm dia stirrups at 20 cm c/c/ fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting with reflective paint on top of guard stone with a width of 10cm including cost of all materials, labour, hire charge of machineries complete. (As per drawing)
PWD Belagavi Circle 2018-19 Page No 188 Item No24.52 Nos 1 4 4.00 16.00 2611.35 41,782.00
20 KSRRB M2700-5. Drainage Spouts using 100mm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705
PWD Belagavi Circle 2018-19 Page No 247 Item No32.5 1 10 10.00
21 KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803
PWD Belagavi Circle 2018-19 Page No 181 Item No24.7.
For Return & Box Walls 1 4 7.97 4.025 128.32
Miiddle Wall 1 4 1.20 0.470 2.26
Parpet Wall 0 2 33.08 1.75 0.00
22 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications KSRRB 1000, 2300. MOST Specification no 1000, 2300. 750mm dia
PWD Belagavi Circle 2018-19 Page No 254 Item No34.6.4
For Diversion of Road 1 2 7.50
23 Retro -Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing.
PW,P & IWTD Belagavi Circle 2018-19 Page No 180 Item No24.2.5
For 600 mm x 450 mm - TYPE XI 1 2
Assistant Engineer Assistant Executive Engineer
P.W.D, Sub-Division P.W.D, Sub Division
Muddebihal Muddebihal
THICKNESS OF BASE SLAB 8% HT OF WALL + SURCGARGE
CLEAR COVER FOR BASE 75 MM
CLEAR COVER FOR WALL 50 MM
DISTR BARS 0.12%
BASE 1.5 HEEL+STEM
BACK FILL Angle of slope of bank Ф(deg) to horizontal, (max Ф=θ) 0
Angle of repose θ (deg) = 30 117.06
Density of back fill (kN/m3) = 18 56.38
Density of saturated back fill (kN/m3) = 20.8
Surcharge Uniform Surcharge load (kN/m2) = 21.6 0.46875 0.3686868687
Base Soil Safe Bearing Capacity of Soil (kN/m2) = 120
Coefficient of base friction between soil and concrete 0.55 3.375 0.5744228109
Wearing Course 0.075
Wall Height of Wall, H (m) 5.625 Box Top Slab 0.45 2x2
Profile Depth of Water Table below GL, H1 (m) 6.625 Box Ht 3.00
Depth of soil above toe slab, H2 (m) 2.000 Bottom Slab 0.50
Wall thickness at top of base slab, T1 (m) 0.400 Scour Depth 2
Wall thickness at top, T2 (m) 0.300
Base slab width, B (m) 4.900 Soil Pressures O.K.
Base slab toe dimension, B1 (m) 1.700 0 Soil Pressures O.K.
Base slab thickness, D1 (m) 0.400
Base Heel slab dimension, B2 (m) 2.800
Base Heel slab thickness, D2 (m) 0.400
Shear key depth, D3 (m) 0.000 M
Shear key thickness, T3 (m) 0.000
Material Concrete Grade, fck M 25
Data Steel Reinforcement Grade, fy (N/mm2) = 500
Concrete In base slab (mm) = 50
Cover In earth face of wall (mm) = 50
In front face of wall (mm) = 50
Active Coefficient of earth pressure 0.33
Passive Coefficient of earth pressure 3.00
Concrete density kN/m3 25
Water density kN/m3 10
Horizontal Pressures, Moments and Shears on Wall (Service Load Condn.)
Depth of wall Horizontal Pressure on wall (kN/m2) Bending Moment Shear on Bending Moment(-Surcharge) Shear on(-surcharge)
from top (m) Soil Pressure Grd Water Pr Surcharge Pr. on wall (kNm/m) wall (kN/m) on wall (kNm/m) wall (kN/m)
Value at max depth neglecting surcharge pressure = 6.03 349.39 152.28 218.71 108.90
Passive Resistance Considered
Passive pressure at top, (kN/m2) = 108.00
Passive pressure at bottom, (kN/m2) = 129.60
Depth of passive resistance (m) = 0.40
Passive Force (kN/m) = 47.52
Passive Moment about Toe (kNm/m) = -6.19
Vertical Loads per metre length (Service Load condition)
Load case Vertical load (kN) Lever arm to Toe (m) B.M. (kNm)
Wall (Rectangle) 42.188 1.950 82.266
Wall (Triangle) 7.031 1.767 12.422
Soil load over Toe Slab 36.000 0.850 30.600
Soil +sub-soil water(if any) over Heel Slab 283.500 3.500 992.250
Surcharge load 7.200 3.500 25.200
Maximum Total = 424.919 - 1262.788
Total neglecting surcharge load = 417.719 - 1237.588
Total for 0.9 x (wall+base+soil over toe) & no surcharge = 417.719 - 1237.588 1
C.G. of vertical loads from Toe: Case: Total load = 1262.788 /424.919 2.972 m
Case: Total neglecting surcharge load = 1237.588 /417.719 2.963 m
Eccentricity= 0.522 < B/6 0.82 Hence OK
Moment on C.L. of Base:
Soil Pressure under Base Slab (Service Load Condition)
Safe Bearing capacity of soil= 120.00 kN/m2
Case: Total load including soil load over toe slab
Case: Total including soil load over toe slab, but neglecting surcharge load: Soil Pressures O.K.
Soil Pressures O.K.
SBC of soil is more than the design pressures, hence base width is O.K
Stability Calculations (Service Load Condition)
Case: Total load including soil load over toe slab & Surchrage
Over Turning Moment about Toe = 349.39 kNm
Resisting Moment = 1262.788 kNm
Factor of safety against over turning = 3.61 > 1.5, Section O.K.
Horizontal Sliding Force = 152.28 kN
Resisting Force = 417.719 x 0.55 +47.52 277.26545 kN
Factor of safety against sliding = 1.82 > 1.5, Section O.K.
Total for 0.9 x (wall+base+soil over toe) & no surcharge:
Over Turning Moment about Toe = 218.71 kNm
Resisting Moment = 1237.588 kNm
Factor of safety against over turning = 5.659 > 1.5, Section O.K.
Horizontal Sliding Force = 108.90
Resisting Force = 417.719 x 0.55 +47.52 277.265 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd
Factor of safety against sliding = 2.55 > 1.5 Section O.K.
Design of Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Moment Eff. Depth (mm) Sqrt(Mu*1000/2.76) Bar ф (mm) Ast (mm2) Vertical Reinf't Horizontal Reinf't
from top (m) Mu, kNm Reqd. Provided Vertl. Horzl. Reqd. Provided Main Reinf't Distr Reinf't
Ru= 3.33 (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Max c/c Adopted c/c Dia/Spacing Max c/c Adopted c/c Dia/Spacing
Check for Shear in Wall by Limit State Method (Partial Safety Factor, γf = 1.5)
Depth of wall Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status 2.43 R P
from top (m) Vu, kN τv, N/mm2 bd τc, N/mm2 of Wall 12.0558375 18.08375625 342 122.717 1340.412866
0.00 0.000 0.000 0.232 13.308 0.344 Section is OK One way shear stress at d = 0.190 #DIV/0!
1.13 17.845 0.086 0.272 11.323 0.369 Section is OK Percentage Steel provided = 0.430 #REF!
3.38 87.708 0.355 0.306 10.095 0.388 Section is OK Permissible Shear Stress, Tcp = 0.439 #REF!
Design of Base Slab
Case: Total load including soil load over toe slab 117.06 96.01 91.05 56.38
Soil Pressure at P = 117.06 kN/m2 TOE/HEEL 36 36 101.25 101.25
Soil Pressure at Q = 96.01 kN/m2 81.06 60.01 -10.20 -44.87
Soil Pressure at R = 91.05 kN/m2
Soil Pressure at S = 56.38 kN/m2
Designing the base slab by limit-state method, Partial load factor, γf = 1.5
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 84.807 kN/m2
Soil Pressure at Q = 85.11 kN/m2
Soil Pressure at R = 85.19 kN/m2
Soil Pressure at S = 85.690 kN/m2 -0.303
Designing the base slab by limit-state method, Partial load factor, γf = 1.5 -0.500
Areas of Reinforcement in Base Slab
Location Mu Eff. Depth(mm) Bar Ф (mm) Ast (mm2) Main steel Distribn.Steel
(kNm) Reqd. Provided Main Distbn. Reqd. Provided Ф - Crs (mm) Ф - Crs (mm)
Sqrt(Mu*1000/3.33) (0.5 fck/fy)*(1-sqrt(1-(4.6*Mu/fck*bd*d))bd Adopted c/c Dia/Spacing Spacing Reqd (0.12%) Adopted c/c Dia/Spacing
Q 3.33 Steel req Req spacing, C/C Steel Provided
Check for Shear in Base Slab
Case: Total load including soil load over toe slab
Soil Pressure at P = 117.06 kN/m2 TOE/HEEL #REF! #REF! #REF! #REF!
Soil Pressure at Q = 96.01 kN/m2 #REF! #REF! #REF! #REF!
Soil Pressure at R = 91.05 kN/m2
Soil Pressure at S = 56.38 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5: soil thk
Case: Total including soil load over toe slab, but neglecting surcharge load:
Soil Pressure at P = 84.81 kN/m2 TOE/HEEL 0 0 0 0
Soil Pressure at Q = 85.11 kN/m2 0.00 0.00 0.00 0.00
Soil Pressure at R = 85.19 kN/m2
Soil Pressure at S = 85.69 kN/m2
Ultimate Shear (Partial lad factor, γf = 1.5:
Check for Shear in Base Slab by Limit State Method (Partial Safety Factor, γf = 1.5)
Location Ult. Shear Shear Stress 100 Ast Perm. Shear Stress Design Status
Vu-max, kN τv, N/mm2 bd τc, N/mm2 of Base
Toe Slab 125.398 0.367 0.784 0.622 Section is OK 3.148
Heel Slab 146.385 0.428 0.784 0.622 Section is OK 3.148
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