Karnataka

Active

Works

Roads

Widening and improvement of the Salotagi-Khedagi road in Indi Taluk of vijayapura district from km 11.00 to 17.00 (from Khedagi Cross to Khedagi) (Major District Road).

Public Works Department

PWD Division Office Vijayapura | VIJAYAPUR, Karnataka

Amount: ₹4.0 CrCloses: 9 Sept 20265d left

Timeline

Published7 Aug 2026
Pre-Bid Meeting1 Sept 2026
Closes9 Sept 2026
Bid Opening10 Sept 2026

Tender Value

₹4.0 Cr

EMD Value

₹6.0 L

Closing Date

9 Sept 2026, 4:30 pm5d left

Tender Inviting Authority

Office Inviting Bids

Public Works Department

Contact Person

C S POLICE PATIL

Mobile Number

7411907852

Work Description

Widening and improvement of the Salotagi-Khedagi road in Indi Taluk of vijayapura district from km 11.00 to 17.00 (from Khedagi Cross to Khedagi) (Major District Road)

Tender Information

Tender ID

PWD/2026-27/RD/WORK_INDENT37628

Reference Number

PWD/2026-27/RD/WORK_INDENT37628

Tender Type

Open

Product Category

Roads

Form of Contract

Two Tender Document System(Two Cover)

Location

PWD Division Office Vijayapura

Source Website

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Documents Required

10 documents required · 10 mandatory

Technical Bid

RequiredAnnual Turnover Certificate FROM 2021-22 to 2025-26

RequiredContracotrs KPWD Civil registration Certificate

RequiredWork Done Certificate with Indent Number.

RequiredQuantitywise work done certificate

RequiredGST Registration

RequiredMachineries Documents

RequiredLine of Credit in Prescribed Format

RequiredOngoing Work Details

RequiredAny other related Documents

RequiredUDIN form practicing Chartered Account is preferred

Eligibility Criteria

Tenders from Joint ventures are not acceptable.

Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.

The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.

It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.

EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.

Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.

Conditional tenders will not be accepted.

As per karnataka state government order LD/300/LET/2006 Bangalore dated 01-01-2007 and Govt letter No.PW/134/BMS /2007/dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund.

Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders.

All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original.

Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected.

All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose.

Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender.

Tenderers are requested to read the Bid Documents before submission of their bid.

The Tenderer should submit proposed methodology and program of construction, backed with equipment and materials duly supported with broad calculations and quality management, plan, proposed to be adopted, justifying of execution and completion of the work as per technical specifications within the stipulated period of completion.

Department will not supply any materials.

The cost of the Tender form shall not be refundable.

The employer is not responsible for any delay in accessing E-Procurement Portal.

The Employer reserves the rights reject one or all tender without assigning any reasons.

Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Dept Division Vijayapur during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned.

The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 irrespect of of the employees Engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund.

The bidder is required to maintain the road executed and Completed projects during the Defect liability period of 2 years, maintenance Period is 3 Years So total Defect liability period plus maintenance period is 5 years from the date of completion of work.

Contractors should be Registered in KPWD and copy should be uploaded in E-portal Attested by the Gazzeted officers not below the rank of Executive Engineer.

Contractor should prepare Quality Assurance Plan and get approved from Quality Assurance Executive Engineer before starting the work.

The Successful Contractor should establish Field Laboratory for testing of Materials within 15 days from handing over of site.

GST shall be paid to the tendered amount seperately.

The Increase in G.S.T shall not be paid in the extended period of Contract for which the contractor alone is responsible for delay as detarmaind by the authority while granting the extension of time.

Tender invited only for eligible contractors registered under Karnataka Public Works Dept.

Work Completion/Execution Period : Work Completion/Execution Period : 06 Months (EXCLUDING MONSOON PERIOD) As per Govt Circular No.PW 545 CRM 2025(e) dated-27-11-2025, Monsoon period will be considered as per D Code and Star rates / Price adjustment clauses are applicable only for original tender period

The Earnest Money Deposit Rs. 6,02,000/-shall be paid in full through E-payment or in two parts part (1)Rs.1,00,000/- by E-Payment. Part (2) Balance EMD of Rs.5,02,000/- in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.

Any deviation/error/mistake found in units of items,they should be read as in the unified SR 2023-24 and the rates shall be quoted accordingly

This Bid Document clause no 34.4 to be implemented as per Delegation of Power vide GO NO.PWD 423 FC-1 2018 Bangalore, Dated:24/09/2018

EMD payments through e-payment made shall be made as one single transaction & payments made in multiple transaction are liable for rejection .

Technical Criteria

Past Experience

c) Executed in any one financial year,the following minimum quantities of work(1)Earthwork -10,078.73 Cum(2) GSB-2892.00Cum(3)WBM/WMM-2750.00Cum4) Asphalt quantities (BM/DBM/SDBC/BC)-825.00Cum

Others -- Work Done Certificate in format 3 in support of format 4

To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2021-22 to 2025-26.(b) satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work such as Improvement of Ashpalt Road of value not less than Rs. 200.43 Lakhs.

Others -- Work done certificate from Employer. Information in format 2 with indent number

Capabilities of Vendor

Each Tenderer should further demonstrate a) Availability by owning/hire/ on lease of the following key and critical equipment for this work.1) HMP (minimum 40/60 Capacity) - 1 No.(Owning ) 2) Mechanical Paver Finisher - 1 No.(Owning )3) Vibratory Road Roller/Static Road Roller - 1 No. (Owning ) 4) Vehicle mounted Mechanical Asphalt Sprayer- 1No. (Owning/hire/on lease ) 5) Tippers - 4 Nos. (2 No.s Owning, 2 No.s Owning/hire/on lease) 6) Excavator like JCB / Hitachi- 1 No. (Owning/hire/on lease) 7) Pug Mill Unit- 1 No. for this work. (Owning/hire/on lease ).

Others -- Scanned copy of relevant documents to be furnished. Information in format 8

Asessed Tender capacity shall be more than the tendered amount

Others -- Asessment on the letter head of the tenderer

Tenderers who meet the above specified minimum qualifying criteria,will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-(AxNx1.5-B)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 -0.5 Year(6 Month) B-Value at 2026-27 price level, of existing commitments and ongoing works to be completed during the next 0.5 year(6 month) form the probable date of Award of this contract.

Others -- Statement on the Letter head of the tenderer

Financial Status

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)

Others -- Information on the Letter Head of the tenderer

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).

Others -- Statement on the Letter head of the tenderer

Latest income tax certificate

Others -- Scanned copy of ITC certificate

The Earnest Money Deposit Rs.6,02,000/- shall be paid in full through E-payment or in two parts part (1)Rs.1,00,000/- by E-Payment. Part (2) Balance EMD of Rs.5,02,000/- in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.

Others -- Scanned copy of FDR /Pledged small saving instrument / BG

Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs.200.43Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information.

Others -- Letter of Credit/Bankers Certifate from Scheduled Bank or Nationalized Bank

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 atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 801.72Lakhs.

Others -- Certificate from Chartered Accountant yearwise from 2020-21 to 2024-25. Information in format 1

Others

Information on works for which tender acceptance letters are received.

Others -- Information in format 6 letter of acceptance

Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.

Others -- Information on the letter head of the tenderer.

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.

Others -- CPM/PERT Chart

Constitutional or legal status of the tenderer

Others -- Copy of registration document

Information on works are yet to be completed.

Others -- Information in format 5 certificates in format 3

Information on litigation in which the Tenderer is involved.

Others -- Information in format 10

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹6.0 L

Important Dates

Last Activity

4 Sept 2026

Published

7 Aug 2026

Bid Opening

10 Sept 2026

Download Ends

2 Sept 2026

Pre-Bid Meeting

1 Sept 2026

BOQ Preview

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Information on litigation in which the Tenderer is involved:

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Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

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BANKER’S CERTIFICATE

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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

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Name of the Bank, Senior Bank Manger

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Address:…………………………

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List of Machinery

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Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

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No. Capacity Number/Capacity Age/ Condition

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Information of the works for which Tenderer has submitted Tender.

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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.

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Information of the works for which Tender acceptance letters are received.

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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

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Attach letters of Acceptance received.

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Information on works which are yet to be completed.

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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

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Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

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Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

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Names of Works Item of Work Names of Employers 2020 Remarks (Indicate contract reference)

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January February march April May June July August September October November December

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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Earthwork & Embankment in cum Physical

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GSB in cum Physical

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Base Course (WMM/WBM) in cum Physical

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

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Concrete in cum Physical

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Steel in MT Physical

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Others Specify Details Physical

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FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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has executed/ is executing(strike off which ever is not applicable) the work of .............................................

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in this Organisation. The details of the work is as under:

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1 Name of the Project :

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2 Name of the Work :

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3 Contract Amount :

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4 Date of signing the Agreement :

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5 Date of handing over of the Site :

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6 Progress * : 2020

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January February March April May June July August September October November December

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Steel Physical in MT :

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Others (Pl specify) Physical is cum/sqm :

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Progress * : 2021

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January February March April May June July August September October November December

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Progress * : 2022

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January February March April May June July August September October November December

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GSB Physical in cum :

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Base Course (WMM/WBM) Physical in cum :

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Progress * : 2023

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January February March April May June July August September October November December

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GSB Physical in cum :

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Others (Pl specify) Physical is cum/sqm :

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Others (Pl specify) Physical :

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Progress * : 2024

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January February March April May June July August September October November December

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Financial in lac :

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GSB Physical in cum :

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Financial in lac :

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Base Course (WMM/WBM) Physical in cum :

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

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Concrete Physical in cum :

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Steel Physical in MT :

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Others (Pl specify) Physical is cum/sqm :

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Progress * : 2025

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January February March April May June July August September October November December

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GSB Physical in cum :

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Base Course (WMM/WBM) Physical in cum :

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Financial in lac :

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Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

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Financial in lac :

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Concrete Physical in cum :

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Steel Physical in MT :

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Others (Pl specify) Physical is cum/sqm :

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Others (Pl specify) Physical :

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Financial in lac :

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7 Stipulated Period of Completion (including monsoon)

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8 Prescribed Date of completion

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9 Actual Date of Completion/ Probable Date of Completion

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10 Cost of balance work (if work is in progress) :

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11 Reasons if any for delay in completion, if work completion is delayed :

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12 Penalty if any imposed :

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13 Any other information :

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* Monthwise progress shall be furnished seperately.

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Date: (Authorised Signatory)

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Address for correspondence:

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Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

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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)

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Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

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Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

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Billed upto date during 2025-26

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Attach Chartered Accountant's Yearwise Statements.

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CAzÁdÄ ¥ÀwæPÉUÀ¼À DqÀ½vÁvÀäPÀ / vÁAwæPÀ ªÀÄAdÆgÁwAiÀÄ gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àj²Ã®£Á ZÉPï °¸ïÖ

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1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : EAr vÁ®ÆQ£À ¸Á¯ÉÆÃlV SÉÃqÀV gÀ¸ÉÛ Q.«Ä 11.00 jAzÀ 17.00 ªÀgÉUÉ CUÀ°ÃPÀgÀt ªÀiÁr ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ (SÉÃqÀV PÁ¸À¢AzÀ SÉÃqÀV ªÀgÉUÉ)(f¯Áè ªÀÄÄRå gÀ¸ÉÛ)

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2 ¯ÉPÀÌ ²Ã¶ðPÉ : 2025-26 £ÉÃ ¸Á°£À ¯ÉPÀÌ²Ã¶ðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ

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3 C£ÀÄªÉÆÃ¢vÀ QæÃAiÀiÁAiÉÆÃd£ÉAiÀÄ ¥ÀvÀæ ¸ÀA ªÀÄvÀÄÛ ¢£ÁAPÀ ¥ÀÄl ¸ÀA ªÀÄvÀÄÛ PÀæªÀÄ ¸ÀA : ¸ÀgÀPÁgÀzÀ ¥ÀvÀæ ¸ÀASÉå:¸ÀASÉå:¯ÉÆÃE/170/LJ¥sÉ/2026 (E-PÀbÉÃj) «PÁ¸À¸ËzsÀ ¨ÉAUÀ¼ÀÆgÀÄ ¢£ÁAPÀ:17.03.2026 gÀ ¥ÀvÀæzÀ CrAiÀÄ°è

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4 CAzÁdÄ ªÉÆvÀÛ : 500.00 ®PÀëUÀ¼ÀÄ

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5 ¥Àæ¸ÀPÀÛ ¸Á°£À C£ÀÄzÁ£À : 500.00 ®PÀëUÀ¼ÀÄ

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6 C£ÀÄªÉÆÃ¢vÀ ZÉÊ£ÉÃeï : 11.0 jAzÀ 17.00 gÀ ªÀgÉUÉ.

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7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£Éãeï : 11.00 jAzÀ 13.50 gÀ ªÀgÉUÉ.

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8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw : WORN OUT BT SURFACE

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9 gÀ¸ÉÛAiÀÄ ªÀVÃðPÀgÀt : MDR

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10 Formation width whether it is as per IRC Standard : Yes /No ( MDR-9.00 m , SH-12.00 ) : Yes

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11 CDs width whether it is as per IRC standard : Yes /No ( MDR -9.00m , SH-12.00 m) : Yes

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12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ 1.IRC 37:2001 2. IRC 37-2018. 3. SP 72 : IRC 37-2018.

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13 ¹.©.Dgï mÉ¸ÀÖ j¥ÉÆÃlð : 4.00%

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14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ : 675

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15 r¸ÉÊ£À ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ : Subbase: 200 MM Base: 250 MM Binding coarse: 105 MM Wearing Coarse: 40 MM

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16 CAzÁf£À°è ¥ÀjUÀtÂ¹zÀ gÀ¸ÉÛAiÀÄ «ªÀgÀ : Subgrade 200mm Subbase: 200 MM Base: 250MM Binding coarse: 50 BM Wearing Coarse: 25 MM SDBC.

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17 ¨ÁgÀ ZÁlð ( »A¢£À 3 ªÀµÀðUÀ¼À°è ¥ÀjUÀtÂ¹zÀ ZÉÊ£ÉÃeï «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPÉªÁgÀÄ : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

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18 ºÁ° gÀ¸ÉÛAiÀÄ PÁæ¸À ¸ÉPÀë£ï ºÁUÀÆ ¥ÀjUÀtÂ¹zÀ gÀ¸ÉÛAiÀÄ ¸ÉPÀë£ï : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

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19 vÁ®ÆPÀ £ÀPÉë : CAzÁdÄ ¥ÀwæPÉUÉ ®UÀwÛ¹zÉ.

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20 CAzÁdf£À°è ¥ÀjUÀtÂ¹zÀ CA±ÀUÀ¼ÀÄ 1 Clearing and grubbing road land

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2 Scarifying the existing bituminous road surface

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3 Surface Drains in Soil

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3 Earth work in surface excavation by mechanical means

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4 Construction of Embankment

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5 Construction of Subgrade and Earthen Shoulders

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5 Construction of Granular Sub-Base

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7 Primer coat and Tack coat

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9 Road Marking with Hot Applied Thermoplastic

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9 Road Furnitures

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10 Construction of CD works

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11 3 years Annual Metainence

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21 EvÀgÉ CA±ÀUÀ¼ÀÄ. : ©eÁ¥ÀÆgÀ f¯ÉèAiÀÄ EAr vÁ®ÆQ£À ¸Á¯ÉÆÃlV SÉÃqÀV gÀ¸ÉÛ Q,«ÄÃ 11.00 jAzÀ 17.00gÀ ªÀgÉUÉ f¯Áè ªÀÄÄRå gÀ¸ÉÛAiÀiÁVzÀÄÝ, MlÄÖ 6.00 Q.«ÄÃ GzÀÝ«gÀÄvÀÛzÉ. EAr vÁ®ÆQ£À°è MlÄÖ 6.00 Q.«Ä GzÀÝ¼ÀvÉAiÀÄ£ÀÄß ºÉÆA¢gÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ªÀÄgÀ¼ÀÄ vÀÄA©zÀ ªÁºÀ£ÀUÀ¼ÀÄ, ¸ÀPÀÌgÉ PÁgÀSÁ£É PÀ§Äâ ¸ÁV¸ÀÄªÀ ªÁºÀ£ÀUÀ½AzÀ ºÁUÀÆ ¨sÁjÃ ªÀÄ¼É¬ÄAzÀ gÀ¸ÉÛAiÀÄÄ ¸ÀA¥ÀÆtð ºÁ¼ÁVgÀÄvÀÛzÉ. F gÀ¸ÉÛAiÀÄ §¢UÉ §gÀÄªÀ d«ÄÃ£ÀÄUÀ¼ÀÄ gÀ¸ÉÛªÀÄlÖ¢AzÀ JvÀÛgÀzÀ°ègÀÄªÀÅzÀjAzÀ ªÀÄ¼ÉUÁ®zÀ ¸ÀªÀÄAiÀÄzÀ°è ¤ÃgÀÄ gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ¤®ÄèªÀÅzÀjAzÀ Q.«ÄÃ 11.00 jAzÀ 17.00 gÀªÀgÉUÉ ¸ÀA¥ÀÆtð ºÁ¼ÁUÀÄwÛzÀÄÝ, gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV 200 JAJA ¸À¨ïUÉæÃqï C¼ÀªÀr¹ ªÀÄgÀÄ¤ªÀiÁðt ªÀiÁqÀ®Ä CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀtÂ¸À¯ÁVzÉ.. gÀ¸ÉÛ Q.«Ä 11.0 jAzÀ 17.0 ªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ ªÀÄAdÆgÁVzÀÄÝ, DzÀgÉ ®¨sÀå«gÀÄªÀ C£ÀÄzÁ£ÀzÀ°è Q.«ÄÃ 11.00 jAzÀ 13.50 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ F CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀtÂ¸À¯ÁVzÉ

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¸ÀºÁAiÀÄPÀ PÁAiÀÄð¤ªÁðºÀPÀ EAf¤ÃAiÀÄgÀÄ, ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV .E¯ÁSÉ. G¥À-«¨sÁUÀ,EAr PÁAiÀÄð¤ªÁðºÀPÀ EAf¤ÃAiÀÄgÀÄ, ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV .E¯ÁSÉ. «¨sÁUÀ «dAiÀÄ¥ÀÄgÀ.

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[PARRAGRAPH 130(A) OF KARNATAKA PUBLIC WORKS DEPARTMENT CODE]

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Division : PWD Division Vijayapur

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Sub-Division : PWD Sub Division Indi

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Sanctioned estimate No :

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Fund head : 2025-26 £ÉÃ ¸Á°£À ¯ÉPÀÌ²Ã¶ðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ

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Department head

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The estimate has been framed in the office of the Exacutive engineer, PWD Vijayapur, of probale expenses that will be incurred in

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ಕೆಲಸದ ಹೆಸರು; ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಸಾಲೋಟಗಿ ಖೇಡಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 11.00 ರಿಂದ 17.00 ವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಖೇಡಗಿ ಕ್ರಾಸ್ ದಿಂದ ಖೇಡಗಿ ವರೆಗೆ)(ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)

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Estimated cost : 500.00 Lakhs

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Administratively approved under :

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Technically sanctioned under :

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Estimate prepared by M.M.Sanawad, AE

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Estimate checked by : Shri.Dayanand Math AEE

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(Call or authority) :

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GENARAL DESCRIPTION

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---¥ÀævÉåÃPÀªÁV ®UÀwÛ¸À¯ÁVzÉ-----

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Assistant Executive Engineer PWD Sub Division, Indi

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ಕೆಲಸದ ಹೆಸರು; ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಸಾಲೋಟಗಿ ಖೇಡಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 11.00 ರಿಂದ 17.00 ವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಖೇಡಗಿ ಕ್ರಾಸ್ ದಿಂದ ಖೇಡಗಿ ವರೆಗೆ)(ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) Name of work: Improvements to Indi Chavadihal Babalad Halagunaki to join NH-13 Road from Ch- 0.00 to 3.40km and Renewal from Ch-1.30 to 14.00 km in Indi Tq of Vijayapur Dist (Proposed road from Ch-0.00 to 3.40 km) and Improvements to Nad Golasar Miragi MDR road from Ch-5.77 to 11.00 km in Indi Tq of Vijayapur Dist (Proposed road from Ch- 5.77 to 11.00 km)

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** ¸ÁªÀiÁ£Àå «ªÀgÀuÉ **

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©eÁ¥ÀÆgÀ f¯ÉèAiÀÄ EAr vÁ®ÆQ£À ¸Á¯ÉÆÃlV SÉÃqÀV gÀ¸ÉÛ Q,«ÄÃ 11.00 jAzÀ 17.00gÀ ªÀgÉUÉ f¯Áè ªÀÄÄRå gÀ¸ÉÛAiÀiÁVzÀÄÝ, MlÄÖ 6.00 Q.«ÄÃ GzÀÝ«gÀÄvÀÛzÉ. EAr vÁ®ÆQ£À°è MlÄÖ 6.00 Q.«Ä GzÀÝ¼ÀvÉAiÀÄ£ÀÄß ºÉÆA¢gÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ªÀÄgÀ¼ÀÄ vÀÄA©zÀ ªÁºÀ£ÀUÀ¼ÀÄ, ¸ÀPÀÌgÉ PÁgÀSÁ£É PÀ§Äâ ¸ÁV¸ÀÄªÀ ªÁºÀ£ÀUÀ½AzÀ ºÁUÀÆ ¨sÁjÃ ªÀÄ¼É¬ÄAzÀ gÀ¸ÉÛAiÀÄÄ ¸ÀA¥ÀÆtð ºÁ¼ÁVgÀÄvÀÛzÉ. F gÀ¸ÉÛAiÀÄ §¢UÉ §gÀÄªÀ d«ÄÃ£ÀÄUÀ¼ÀÄ gÀ¸ÉÛªÀÄlÖ¢AzÀ JvÀÛgÀzÀ°ègÀÄªÀÅzÀjAzÀ ªÀÄ¼ÉUÁ®zÀ ¸ÀªÀÄAiÀÄzÀ°è ¤ÃgÀÄ gÀ¸ÉÛAiÀÄ ªÉÄÃ¯É ¤®ÄèªÀÅzÀjAzÀ Q.«ÄÃ 11.00 jAzÀ 17.00 gÀªÀgÉUÉ ¸ÀA¥ÀÆtð ºÁ¼ÁUÀÄwÛzÀÄÝ, gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV 200 JAJA ¸À¨ïUÉæÃqï C¼ÀªÀr¹ ªÀÄgÀÄ¤ªÀiÁðt ªÀiÁqÀ®Ä CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀtÂ¸À¯ÁVzÉ. ¸ÀzÀj gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV ¯ÉPÀÌ ²Ã¶ðPÉ 2025-26 £ÉÃ ¸Á°£À ¯ÉPÀÌ²Ã¶ðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ AiÉÆÃd£ÉAiÀÄrAiÀÄ°è ¸ÀgÀPÁgÀzÀ ¥ÀvÀæ ¸ÀASÉå:¸ÀASÉå:¯ÉÆÃE/170/LJ¥sÉ/2026 (E-PÀbÉÃj) «PÁ¸À¸ËzsÀ ¨ÉAUÀ¼ÀÆgÀÄ ¢£ÁAPÀ:17.03.2026 gÀ ¥ÀvÀæzÀ CrAiÀÄ°è gÀÆ. 500.0 ®PÀë C£ÀÄzÁ£À ªÀÄAdÆgÁVgÀÄvÀÛzÉ. ¸ÀzÀj ªÀÄAdÆgÁzÀ C£ÀÄzÁ£ÀzÀ°è CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PÉ¼ÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÀtÂ¹ vÀAiÀiÁj¸À¯ÁVzÉ. gÀ¸ÉÛ Q.«Ä 11.0 jAzÀ 17.0 ªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ ªÀÄAdÆgÁVzÀÄÝ, DzÀgÉ ®¨sÀå«gÀÄªÀ C£ÀÄzÁ£ÀzÀ°è Q.«ÄÃ 11.00 jAzÀ 13.50 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ F CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀtÂ¸À¯ÁVzÉ

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¸ÀzÀj gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉUÁV ¯ÉPÀÌ ²Ã¶ðPÉ 2025-26 £ÉÃ ¸Á°£À ¯ÉPÀÌ²Ã¶ðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ AiÉÆÃd£ÉAiÀÄrAiÀÄ°è ¸ÀgÀPÁgÀzÀ ¥ÀvÀæ ¸ÀASÉå:¸ÀASÉå:¯ÉÆÃE/170/LJ¥sÉ/2026 (E-PÀbÉÃj) «PÁ¸À¸ËzsÀ ¨ÉAUÀ¼ÀÆgÀÄ ¢£ÁAPÀ:17.03.2026 gÀ ¥ÀvÀæzÀ CrAiÀÄ°è gÀÆ. 500.0 ®PÀë C£ÀÄzÁ£À ªÀÄAdÆgÁVgÀÄvÀÛzÉÀ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PÉ¼ÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÀtÂ¹ vÀAiÀiÁj¸À¯ÁVzÉ.

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2023-24 £ÉÃ ¸Á°£À KPÀgÀÆ¥À zÀgÀÀ¥ÀnÖ ºÁUÀÆ 2023-24£ÉÃ ¸Á°£À ªÀÄÄAzÀÄªÀgÉzÀ zÀgÀ¥ÀnÖUÀ¼À£ÀéAiÀÄ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PÉ¼ÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÉtÂ¹ vÀAiÀiÁj¸À¯ÁVzÉ.

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gÀ¸ÉÛ PÁªÀÄUÁjUÁV ::

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1 Clearing and grubbing road land

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1 Scarifying the existing bituminous road surface

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2 Surface Drains in Soil

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4 Earth work in surface excavation by mechanical means

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5 Construction of Embankment

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5 Construction of Subgrade and Earthen Shoulders

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6 Construction of Granular Sub-Base

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8 Primer coat and Tack coat

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11 Road Marking with Hot Applied Thermoplastic

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12 Road Furnitures

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13 Construction of CD works

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13 3 years Annual Metainence

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Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

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PUBLIC WORKS, DEPARTMENT

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VIJAYAPUR DIVISION, VIJAYAPUR

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INDI SUB-DIVISION

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2025-26 £ÉÃ ¸Á°£À ¯ÉPÀÌ²Ã¶ðPÉ 5054-04-337-0-01-154 f¯Áè gÀ¸ÉÛUÀ¼ÀÄ ¸ÀÄzsÁgÀuÉ

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PWD/2024-25/RD/WORK_INDENT18662

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ಕೆಲಸದ ಹೆಸರು; ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಸಾಲೋಟಗಿ ಖೇಡಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 11.00 ರಿಂದ 17.00 ವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಖೇಡಗಿ ಕ್ರಾಸ್ ದಿಂದ ಖೇಡಗಿ ವರೆಗೆ)(ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) PÉ®¸ÀzÀ ºÉ¸ÀgÀÄÀ ; ಇಂಡಿ ತಾಲೂಕಿನ ಇಂಡಿ ಚವಡಿಹಾಳ ಬಬಲಾದ ಹಳಗುಣಕಿ ದಿಂದ ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ-13ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮಿ 0.00 ರಿಂದ 3.40 ವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು ಹಾಗೂ ರಸ್ತೆ ಕಿ.ಮಿ 1.30 ರಿಂದ 14.00 ರವರೆಗೆ ನವೀಕರಣ ಮಾಡುವುದು ಹಾಗೂ ಇಂಡಿ ತಾಲೂಕಿನ ನಾದ ಗೊಳಸಾರ ಮಿರಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 5.77 ರಿಂದ 11.00ರ ವರೆಗೆ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

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Estimate cost :- Rs. 500.00 Lakhs

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PWD CODE PARA - 133

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C E R T I F I C A T E

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This to certify that Shri. Dayanand V Math , Assistant Executive Engineer , have personally visited the spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

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Assistant Executive Engineer,

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Public works Dept Sub Division, Indi

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C E R T I F I C A T E

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( As required vide G.O.No PWD SL CMS .96 Dtd : 27-06-1991 )

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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 in sufficient quantity are including while preparing the estimate and specification of items including are completed and correct.

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Assistant Executive Engineer, Executive Engineer,

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Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

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C E R T I F I C A T E

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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.

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Assistant Executive Engineer, Executive Engineer,

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Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.

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C E R T I F I C A T E

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This to certify that Shri.S.G.Sarashetti, Assistant Executive Engineer , have personally visited the spot. Sub-base 230 mm already existing & Km 10.00 to 17.50 for 5.50 mtr width & 14.00 to 14.15 base 0mm existing and prepared the estimate providing balance crust thickness.

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Assistant Executive Engineer,

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PWP & IWT Sub Division, Indi

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C E R T I F I C A T E

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Certified that the work proposed in this estimate coming under the Major Irrigation Command area hence the area weightage of 5% is considered in the rate analysis.

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Assistant-Executive-Engineer, PWD Sub-Dn, Indi

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Sub Estimate -2 : EAr vÁ®ÆQ£À £ÁzÀ UÉÆÃ¼À¸ÁgÀ «ÄgÀV gÀ¸ÉÛ Q.«Ä 5.77 jAzÀ 11.00 ªÀgÉUÉ f¯Áè ªÀÄÄRå gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀÄªÀÅzÀÄ (¥Àæ¸ÁÛ¦vÀ Q,«ÄÃ 5.77 jAzÀ 7.30 gÀ ªÀgÉUÉ)

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PÀæ.¸ÀA-13gÀ zÀÈrÃPÀgÀt ¥ÀvÀæ

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¥Àæ¸ÁÛ¦vÀ gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃdß°è ¸À£ï 2019-20 jAzÀ 2023-24gÀªÀgÉUÉ EvÀgÉ AiÀiÁªÀÅzÉ AiÉÆÃd£ÉAiÀÄ°è ¸ÉÃ¥ÀðqÉAiÀiÁVgÀÄªÀÅ¢®è ºÁUÀÆ ¸ÀzÀj gÀ¸ÉÛAiÀÄ£ÀÄß F 03 ªÀµÀðUÀ¼À°è Dgï.L.J¸ï £À°è C¥ÀqÉÃmï ªÀiÁrgÀÄªÀÅ¢®èªÉAzÀÄ zÀÈrPÀj¸À¯ÁVzÉ.

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Assistant-Executive-Engineer, PWD Sub-Dn, Indi

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Pavement Design

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The Pavement is designed as per IRC :37 -2018 as detailed below.

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The Traffic census data extract is enclosed. The total number of heavy vehicle is 675 nos. A design life of 20 years is considered with an annual rate of growth 5% in traffic.

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The projected traffic will be designed is based on standard axle method. The highest CBR value is Say5.00 %. Number of vehicles playing 675 per day as per the traffic census conducted from DATED FROM-from 26/02/2026 to 27/02/2026 of above road.

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The traffic for the design life is computed as below.

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A = P(1 + r)x P = No. of commercial vehicle perday in last count.

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r= annual rate of growth 5% or 0.05

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A 675 (1+0.5)1 x = No. of years between last count and completion of construction.

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A= intial traffic years of completion of construction in terms of the number of commerical vehicles per duly modified to account for lane distribution as explained in paragraph 3.2.32.

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V= Vehicle damaged factor ( for single lane =1, for double lane = 75% and 50% for four lane

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P= No of heavy vehicles for design ( as per traffic census of road)

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F = Lane Distribution Factor ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1550 f= 3.90)

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n=life of constructed road is 20 years consider

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N 16.32 Say msa = 20.00axles to be catered for in the

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Assistant Executive Engineer Executive Engineer

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Public works Dept . Sub-Dn.Indi Public works Dept- Dn. Vijayapur.

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Design in terms of msa.= 1.00

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Considered Eff.CBR Value =5 5% msa = 40 PCU = #REF!

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40 mm BC 30 mm Proposed BC

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130 mm DBM 50 mm Proposed DBM

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250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

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200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

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Existing Granular SubBase

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Design crust thickness Existing crust thickness Proposed crust thickness

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40 mm BC 30 mm Proposed BC

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130 mm DBM 50 mm Proposed DBM

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250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base

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200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase

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100 Existing Granular SubBase

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Note: Existing base is treated as GSB Bituminous layer is considered in stage constn.

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Pavement Design

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.The Pavement is designed as per IRC :37 -2018 as detailed below.

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.The Traffic census data extract is enclosed. The total number of heavy vehicle is 675 nos. A design life of 5 years is considered for stage construction for bituminous layer with an annual rate of growth 5% in traffic.

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. The projected traffic will be designed is based on standard axle method. The effective CBR value is 5.00 %. Number of vehicles playing 675 per day as per the traffic conducted survey on DATED FROM-26/02/2026 to 27/02/2026 of above road.

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The traffic for the design life is computed as below.

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A = P(1 + r)x P = No. of commercial vehicle perday in last count.

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r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

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A 675 x (1+0.05)1 x = No. of years between last count and completion of construction.

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A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

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D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane

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P= No of heavy vehicles for design ( as per traffic census of road)

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F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

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n = considered life of constructed road is 5 years

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N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

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Considering msa = 5

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Considered Eff.CBR Value =5 msa = 5 PCU = 0

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40 mm BC 00 mm Worn Out SDBC 25 mm Proposed SDBC

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95 mm DBM 50 mm Proposed BM

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250 mm Granular Base 580 00 mm Granular Base 525 250 mm Proposed WMM

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200 mm Granular SubBase 230 mm 00 mm Granular SubBase 200mm/ 100mm GSB for c/w portion /Drainage layer

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Design crust thickness Existing crust thickness for widening portion Proposed crust thickness

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Note :- Granular Base & Sub Base designed for 15 years period.

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Bituminous layer designed for 5 years period (stage construction)

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Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

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PWD Sub Division,Vijayapur PWD Division Vijayapur

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GOVERNMENT OF KARNATAKA

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PUBLIC WORKS DEPARTMENT

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AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS

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Division: Bijapur DATE OF TRAFFIC SURVEY : 26/02/2026 to 27/02/2026

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Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

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Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

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From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

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2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

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Salotagi Khedagi Road

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Section Officer Assistant Executive Engineer, Executive Engineer,

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PWD Sub Division, Indi PWD Division Vijapur

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PAVEMENT THICKNESS CHART

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Km No Eff. CBR Value As per Design Existing Crust thickness Balance Remakrs

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Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm DBM in mm BC/SDBC in mm Total thick in mm Sub base in mm Base in mm BM in mm SDBC in mm Total thick in mm

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CH-11.00 to 13.50 Reconstruction 5.00% 200 250 105 40 595 0 100 0 0 100 200 250 50 25 525 Proposed ,200 mm Subgrade 200 mm GSB 250mm WMM, 50mm BM & 25mm thick SDBC (stage construction)

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Note :- Existing 100 mm WBM base is treated as Subgrade

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Bituminous layer is considered in stage constn.

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Assistant Executive Engineer Executive Engineer

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PWD Sub Division Indi PWD Division Vijayapur

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PWD/2024-25/RD/WORK_INDENT17604

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:: RE-CAPUTALATION SHEET ::

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S No Description of work Amount

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2 RE-Construction of Existing 1 row of 1000 mm Dai CD -2 Nos 453259.77 453508.54 -248.769

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3 3rd Year Maintenance 78025.00 78025 0.00

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4 4th Year Maintenance 136825.00 136825 0.00

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5 5th Year Maintenance 172675.00 172675 0.00

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8 Add LS for QC,Tree plantation, Shifting of Water suply Lines and Electrical poles & Misc. 333184.63 332873.3342 311.30

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Assistant Executive Engineer, Executive Engineer, 99499999.97

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Public works Dept Sub Division, Indi Public works Dept Division Vijayapur. #REF!

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ಕೆಲಸದ ಹೆಸರು; ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಸಾಲೋಟಗಿ ಖೇಡಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 11.00 ರಿಂದ 17.00 ವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಖೇಡಗಿ ಕ್ರಾಸ್ ದಿಂದ ಖೇಡಗಿ ವರೆಗೆ)(ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) Widening and improvement of the Salotagi-Khedagi road in Indi Taluk of vijayapura district from km 11.00 to 17.00 (from Khedagi Cross to Khedagi) (District Major Road).

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Detailed Estimate

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SL No Description of work No Measurement Contents Total Rate Amount

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

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Sub Total = 9375.00

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2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

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km 11.00 to 13.50 in selected reaches 2 1000.00 = 2000.00

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3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.

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Qty as per Volume sheet saparetly Enclosed road way Cutting = 442.53

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Qty as per Drain Cutting qty-Proposed 70%=2000*0.40*0.70 = 560.00

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

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Qty as per Volume sheet saparetly Enclosed = 5010.62

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Deduct road way Cutting and drain qty as per Ino-4 = -1002.53

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5 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

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6 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material.

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7 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.

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8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

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10 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface

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11 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

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

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13 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle

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Total Qty = 2.00 Nos 3740.10 7480.2

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14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( xii ) 60 cm x 45 cm rectangular each 4,250.00

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Total Qty = 2.00 Nos 4420.50 8841

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

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16 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

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

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Total Qty = 280.00 Nos 383.25 107310

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18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

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Total Qty = 3.00 Each 3033.45 9100.35

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19 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

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Total Qty = 48.00 Each 861.00 41328

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20 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications-C)600 mm dia

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For Aproach road 7 7.5 = 52.50

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21 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets

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For Former Pipe line crossing 5 10.0 = 50.00

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22 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804

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Information Board 1 1.0 = 1.00

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Total Qty = 1.00 Nos 9450.00 9450.0

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Grand Tota Aount = 39245426.2 #REF! #REF!

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Assistant Executive Engineer, Executive Engineer,

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Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

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Volume Report Between Ground Level and Profile Level

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Sl. Section Previous Cutting Volume Filling Volume

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

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

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Assistant Executive Engineer, Executive Engineer,

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Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.

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S No Description of work SR Vol Page No Item No Basic rate Area Wtage 5%=Column 6*5% Final rate=8+9 Unit

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1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.-(ii) By Mechanical Means using Dozer-(A) In area of light jungle Vol-III 9 2.5 ii (A) 393.0 19.65 412.65 per 100 m2

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2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Vol-III 17 3.5 6.00 0.30 6.30 M2

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3 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. III 144 16.8 B 25.00 1.25 26.25 M

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4 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. III 18 3.11 4.00 0.20 4.20 M2

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5 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. I 7 1.7 119.00 5.95 124.95 M3 SR-2023-24,V-1,PgNo.7 INo.1.7

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6 Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work I 7 1.8 474.00 23.70 497.70 M3 SR-2023-24,V-1,PgNo.7 INo.1.8

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7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Vol-III 17 3.6 493.00 24.65 517.65 M3 SR-2023-24,V-1,PgNo.7 INo.1.9

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8 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material. III 23 4.2 (v) 2359.00 117.95 2476.95 M4 SR-2023-24,V-1,PgNo.7 INo.1.10

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9 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. III 26 4.17 2559.00 127.95 2686.95 M3 SR-2023-24,V-1,PgNo.7 INo.1.11

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10 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. III 31 5.1A 63.00 3.15 66.15 M2 SR-2023-24,V-1,PgNo.7 INo.1.12

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11 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface III 31 5.4 (ii) 22.00 1.10 23.1 M2 SR-2023-24,V-1,PgNo.7 INo.1.13

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12 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction III 33 5.8 C 10665.00 533.25 11198.25 M3 SR-2023-24,V-1,PgNo.7 INo.1.14

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13 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. III 43 5.31 14785.00 739.25 15524.25 M3 SR-2023-24,V-1,PgNo.7 INo.1.15

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14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle III 64 8.5 ( iv ) 3562.00 178.10 3740.10 Each

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15 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 III 65 8.5 ( xii ) 4210.00 210.50 4420.50 Each

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16 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes III 67 8.15 530.00 26.50 556.50 M2

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17 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing III 65 8.7 8995.00 449.75 9444.75 M2

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18 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. III 74 8.43 365.00 18.25 383.25 Nos

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19 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) III 67 8.16 (ii) 2889.00 144.45 3033.45 Each

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20 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) III 67 8.16 (iii) 820.00 41.00 861.00 Each

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21 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Vol-III 67 8.18 748.00 37.40 785.40 Each

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Renewal Estimate

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CD works 0 0.05

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1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-- By Mechanical Means (iv) Dismantling Stone Masonry-B) Rubble stone masonry in cement mortar. III 10 2.10 -iv-B 610.00 30.50 640.50 m3 Code Vol-3 I.N0-2.10(iv)B P.N0-10 #REF! 0.05

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2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.B Above 600 mm to 900 mm dia III 11 2.17 B 1096.00 54.80 1150.80 M Code Vol-3 I.N0-2.17B P.N0-11 #REF! 0.05

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3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m I 8 1.14.1 102.00 5.10 107.10 M3 Code Vol-1 I.N0-1.14.1 P.N0-8

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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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates I 15 2.1.4 6147.00 307.35 6454.35 M3 Code Vol-1 I.N0-2.1.4 P.N0-15

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5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I 16 2.4.2 6221.00 311.05 6532.05 M3 Code Vol-1 I.N0-2.4.2 P.N0-16

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6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. At 5% of item code - I 111 3 311.05 15.55 326.60 m3 Code Vol-1 I.N0-3 P.N0-11 #REF! 0.05 3.465 #REF! 3.46 #REF!

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7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row-Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6.-1000mm Dia III 146 16.16 B 16004.00 800.20 16804.20 M Code Vol-3 I.N0-16.15b P.N0-146 #REF! 0.05

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8 Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work I 7 1.8 474.00 23.70 497.70 M3 Code Vol-1 I.N0-1.8 P.N0-7

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9 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification I 18 2.11 h 80019.00 4000.95 84019.95 T Code Vol-1 I.N0-2.11b P.N0-18

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10 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 III 148 16.26 27.00 1.35 28.35 M2 Code Vol-1 I.N0-16.26 P.N0-148 #REF! 0.05 4116 #REF! 4116 #REF!

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11 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,-B)1000 mm Dia backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. III 146 16.15 B 7957.00 397.85 8354.85 M Code Vol-3 I.N0-16.15b P.N0-146 #REF! 0.05

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12 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications-C)600 mm dia III 80 8.58 C 1906.00 95.30 2001.30 M SR-2023-24,V-3,PgNo.67 INo.8.16 (iii)

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13 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets III 147 16.17 2592.00 129.60 2721.60 M SR-2023-24,V-3,PgNo.67 INo.8.16 (iii)

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12 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications-A Stone/Boulder III 129 14.4 1912.00 95.60 2007.60 M3 SR-2023-24,V-3,PgNo.67 INo.8.16 (iii)

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5 Year Maintenance

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1 Road maintenance for 3rd year for road with BM+SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. SE office Aproved Data rate 31210.00 0.00 31210.00 Per Km

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2 Road maintenance for 4 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. 54730.00 0.00 54730.00 Per Km

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3 Road maintenance for 5 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. 69070.00 0.00 69070.00 Per Km

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Assistant Executive Engineer, Executive Engineer,

•

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur

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C.D. work Measurements - at km-11.40 km

•

RE-Construction of Existing 1 row of 1000 mm Dai CD -2 Nos

•

SI.No Item of work No CD No L B D Qty Unit Rate Amount

•

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.B Above 600 mm to 900 mm dia

•

Head wall 1 1 7.5 7.5

•

Parpet wall 1 2 6 0.4 0.45 2.16

•

Net Qty 30.7692288 M3 6532.05 200986.141 #REF! #REF! #REF! #REF! #REF!

•

Parpet wall 1 2 6 0.4 0.45 2.160

•

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,-B)1000 mm Dia backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.

•

Net Qty 10 Rmt 8354.85 83548.5

•

Head wall 1 2 6 8 5 480 Kg

•

For Outer and inner Sides 1 4 6 0.45 10.8

•

For Parapet Sides 1 4 0.4 0.45 0.72

•

For Parapet Top 1 2 6 0.4 4.8

•

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

•

For Side Pitching 1 4 4.0 1.50 0.3 7.20

•

Assistant Executive Engineer, Executive Engineer,

•

PWD Sub Division, Indi PWD Division,Bijapur.

•

Existing road Crossection in CH 11.00 to 17.00 km

•

1.5 3.75 1.5 Existing

•

Existing Damaged BT surface

•

Existing Damaged BT surface

•

Existing 100 mm WBM surface

•

Proposed Crossection in CH 11.0 to 13.50 km

•

425mm shoulders 5.5

•

0.425 1.637 Proposed SDBC 250 mm WMM

•

Proposed WMM 2000/100 mm GSB

•

8.774 Proposed 200 mm GSB 1.6370

•

9.075 Proposed GSB 100mm Proposed GSB 100mm 1.787 200 mm Subgrade

•

Proposed 200 mm Subgrade 825 1650

•

Proposed cross section of Improvement

•

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

•

Existing road Crossection in CH 2.45 to 4.80 km

•

2.5 3.75 2.5 Existing

•

Existing Damaged BT surface

•

Existing Damaged BT surface Existing 100mm WBM surface

•

Proposed Crossection in CH 2.40 to 4.80 km

•

425mm shoulders 5.5

•

0.425 2.13 Proposed SDBC 250 mm WMM

•

Proposed WMM 150 mm GSB

•

3.01 Proposed GSB 525

•

3.16 Proposed GSB Existing 100mm WBM surface Proposed GSB 100 mm Subgrade

•

Proposed Subgrade 825 1650

•

3.31 Subgrade Subgrade

•

Proposed cross section of Improvement

•

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

•

Existing road Crossection in 26.45 to 26.80

•

5.50 25 mm SDBC

•

Existing SDBC 250 mm WMM

•

Existing WMM 200 mm GSB

•

Existing subgrade

•

Proposed Widening Crossection in CH.26.45 to 26.80

•

5.50 25 mm SDBC

•

400 mm shoulders 7

•

Existing SDBC 250 mm WMM

•

Existing WMM 200/100 mm GSB

•

Existing subgrade

•

Existing subgrade

•

Proposed cross section of widening

•

Assistant Ex.Engineer, Executive Engineer,

•

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

•

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

•

Existing road Crossection in CH.26.80 to 27.00

•

Damaged BT surface 100 mm WMM

•

Existing WMM 200 mm GSB

•

Existing subgrade

•

Proposed Widening and improvementsin CH.26.80 to 27.00

•

5.50 25 mm SDBC

•

400 mm shoulders 7

•

SDBC 150 mm WMM

•

WMM 200/100 mm GSB

•

Existing subgrade

•

Proposed cross section of widening and improvements

•

Assistant Ex.Engineer, Executive Engineer,

•

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

•

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

•

Existing road Crossection in CH.28.34 to 28.75

•

Existing CC drain

•

Existing CC drain

•

Damaged BT surface 100 mm WMM

•

Existing GSB 200 mm GSB

•

Existing subgrade

•

Proposed improvements in CH.28.34 to 28.75

•

Existing CC drain

•

SDBC 150 mm WMM

•

Existing subgrade

•

Proposed improvements

•

Assistant Ex.Engineer, Executive Engineer,

•

P.W.Port & Inland Water Transport,. P.W.Port & Inland Water Transport,.

•

Dept. Sub-Dn.Chikodi Dept. Divn. Chikkodi.

•

Existing Barchart

•

3.75M width Existing Damaged BT Surface

•

Proposed Barchart

•

Proposed 200 mm Subgrde 200 mm GSB,250 mm WMM ,50 mm BM,and 25 mm SDBC 5.5

•

Existing Damaged BT Surface 3.75

•

Assistant Executive Engineer, Executive Engineer,

•

Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur

•

ಕೆಲಸದ ಹೆಸರು; ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಸಾಲೋಟಗಿ ಖೇಡಗಿ ರಸ್ತೆ ಕಿ.ಮಿ 11.00 ರಿಂದ 17.00 ವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಖೇಡಗಿ ಕ್ರಾಸ್ ದಿಂದ ಖೇಡಗಿ ವರೆಗೆ)(ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) 43039031

•

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

•

1 Road maintenance for 3rd year for road with BM+SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 2.5 31210.00 78025.0 0.078 Data Rate aproved by SE PWD Belagavi

•

Assistant Executive Engineer, Executive Engineer,

•

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

•

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

•

1 Road maintenance for 4 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 2.5 54730.00 136825.0 0.078

•

Assistant Executive Engineer, Executive Engineer,

•

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

•

SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.

•

1 Road maintenance for 5 th year for road with BM+SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. Km 2.500 69070.000 172675.0 0.078

•

Assistant Executive Engineer, Executive Engineer,

•

PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur

•

C.D. work Measurements - at km-11.40 km

•

1000 mm dia NP3 6.0.Mt 6.30 Mt

•

2.20 Mt 0.60 Mt Cushon

•

1000 mm ф NP3 Pipe

•

1.30.Mt 1.30.Mt CC M10

•

Sectional Elevation

•

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

•

900 mm ф NP3 Pipe.

•

Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur

•

FULL DEATAILS BAR CHART - (MDR RIS ID: IND 04 )

•

Name of the Road :) Salotagi Khedagi Road (K.M. 0.00 to 17.00)

•

Road Category:MDR Sub Division : INDI Division : VIJAYPUR Circle :BELGAUM

•

UPGRADED AS STATE HIGHWAY

•

Carriage Way 3.75

•

Last Five Year road Improved Details

•

UPGRADED AS STATE HIGHWAY proposed work appendix-e 5054 Annual Maintenance for 2026-27

•

Proposed Year Details

•

UPGRADED AS STATE HIGHWAY proposed work appendix-e 5054 Annual Maintenance for 2026-27

•

Structure Chainage 11.40 14.20

•

Legends Desciption Silent Features 3).Proposed works under Annual Works 2026-27 2).Maintenance for 2026-27 Village/City Limit Details of 5 years

•

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km) Head of account Year of construction Chainage L (in Km)

•

Work Approved/Progress Single Lane 11.00-17.00 Km 6.00 5054 appendix-E 11.00 13.50 2.50 3054 13.50 17.00 Maint 3.50 Khedagi 16.00 17.00 1.00 From To

•

Annual Maintenance (More than 5 year) Two lane 0.00 Km 0.00 Total Length (in Km) 3.50 Total Length (in Km) 1.00 2023-24 0.00 0.00 0.00

•

Annual Maintenance (Less than 5 year) Two lane + PS 0.00 Km 0.00 2022-23 0.00 0.00 0.00

•

Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP Other Department Works 2021-22 0.00 0.00 0.00

•

Major Bridges 0.00 Km 0.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Under From To L (in Km) 2020-21 0.00 0.00 0.00

•

Major Bridges Railway Crossing 0.00 Km 0.00 Total Length (in Km) 0.00 Total Length (in Km) 0.00 KSHIP 0.00 Total Length 0.00

•

Minor Bridges Upgraded 0.00 Km 11.00 SHDP 0.00

•

CD Overlap Length 0.00 Km 0.00 Total Length (in Km) 0.00

•

Village/ City Name Length excluding overlap 17.00 5). Eligible for Renewal No. Details Length

•

Railway Crossing Total Length including overlap (in Km) 17.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 1 1). Completed Works and under DLP 0.00

•

Overlap 2026-27 Maintenance Abstract APPENDIX-E Renewal 0.00 0.00 Ren 0.00 2 2).Maintenance for 2026-27 3.50

•

Description Length in Km 0.00 0.00 Ren 0.00 3 3).Proposed works under Annual Works 2026-27 0.00

•

Assistant Executive Engineer, Last 5 Year Developed Length (2026-27 Maintenance) 0.00 4 4). On going works 2.50

•

PWD Sub-Division - Indi. More than 5 year Developed length (2026-27 Maint) 3.50 5 5). Not Feasebale 0.00

•

Total Maintenance length 3.50 6 6). Upgraded 11.00

•

Not Feasebale 0.00 Total Length 17.00

•

Total Length of the Road 17.00 Executive Engineer,

•

PWD Division - vijayapura

•

Name of Work:Widening and improvement of the Salotagi-Khedagi road in Indi Taluk of vijayapura district from km 11.00 to 17.00 (from Khedagi Cross to Khedagi) (Major District Road). (WINO.PWD/2026-27/RD/WORK_INDENT37628)

•

Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3

•

Ist Month IIst Month Total IIInd Month IVnd Month Total V nd Month VI nd Month Total

•

Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial

•

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead M2 3750 6.3

•

3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. M3 1002.53 124.95 0

•

9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface M2 13750 23.1

•

10 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle Each 2 3740.1

•

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( xii ) 60 cm x 45 cm rectangular each 4,250.00 Each 2 4420.5

•

12 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes M2 500 556.5

•

13 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing M2 1.8 9444.75

•

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 280 383.25

•

15 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Each 3 3033.45

•

16 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Each 48 861

•

17 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications-C)600 mm dia m 52.5 2001.3

•

18 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Nos 50 2721.6

•

19 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 1 9450

•

20 Bituminous Macadam Grading - II for traffic <20 MSA -Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 687.5 11198.25

•

21 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. cum 343.75 15524.25

•

C.D. work Measurements - at km-6.60

•

2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.B Above 600 mm to 900 mm dia M 7.5 1150.8 1.95

•

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 M3 3.45 6518.89

•

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M3 30.77 6858.65

•

Month wise Amount Miles Amount Fenalty

•

1 Month 1 Miles (1 & 2 Month) Executive Engineer

•

2 Month ಗುತ್ತಿಗೆದಾರರ ಸಹಿ PWD Division Viajayapur

•

3 Month 2 Miles (3 & 4 Month)

•

5 Month 3 Miles (5 & 6 Month)

Documents

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NIT Documents

BID DOCUMENT 37628.doc

Tender Document • 1.10 MB

formats kw4 roads.xls

Others - FORMATS • 0.14 MB

KHEDAGI PLAN AND PROFILE MERGED PDF.pdf

Others - OTHERS • 1.83 MB

Salotagi khedagi.xlsx

Others - EST • 0.61 MB

cd or bridges spectn.zip

Others - Specifications • 26.60 MB

EST PDF.pdf

Others - EST PDF • 0.20 MB

mile stone 37628.xls

Others - MILESTONE • 0.28 MB

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