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Tender Value
₹4.0 Cr
EMD Value
₹6.0 L
Closing Date
9 Sept 2026, 4:30 pm5d left
Public Works Department
C S POLICE PATIL
7411907852
Widening and improvement of the Indi-Hanjagi-Nimbal road (Major District Road) from km 6.00 to 12.00 in Indi Taluk, Vijayapura District.
PWD/2026-27/RD/WORK_INDENT37643
PWD/2026-27/RD/WORK_INDENT37643
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
10 documents required · 10 mandatory
c) Executed in any one financial year,the following minimum quantities of work(1)Earthwork -5774.80 Cum(2) GSB-1332.00Cum(3)WBM/WMM-3330.00Cum4) Asphalt quantities (BM/DBM/SDBC/BC)-1012.50Cum
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. 200.07Lakhs.
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 ).
Asessed Tender capacity shall be more than the tendered amount
Tenderers who meet the above specified minimum qualifying criteria,will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-(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.
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27)
Value at 2026-27 price level, of existing commitments and on-going works to be executed during the next 6 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27), (Morthwise commitment shall be furnished).
Latest income tax certificate
The Earnest Money Deposit Rs.6,00,300/- 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.5,00,300/- 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.
Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs.200.07Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information.
To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2021-22 to 2025-26(a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 800.29Lakhs.
Information on works for which tender acceptance letters are received.
Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.
The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion.
Constitutional or legal status of the tenderer
Information on works are yet to be completed.
Information on litigation in which the Tenderer is involved.
₹5,000
₹6.0 L
4 Sept 2026
7 Aug 2026
10 Sept 2026
2 Sept 2026
1 Sept 2026
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
BANKER’S CERTIFICATE
This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract
Name of the Bank, Senior Bank Manger
Address:…………………………
List of Machinery
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site
Attach letters of Acceptance received.
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of Work Names of Employers 2020 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
has executed/ is executing(strike off which ever is not applicable) the work of .............................................
in this Organisation. The details of the work is as under:
1 Name of the Project :
2 Name of the Work :
3 Contract Amount :
4 Date of signing the Agreement :
5 Date of handing over of the Site :
6 Progress * : 2020
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2021
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2022
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2023
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2024
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2025
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion
9 Actual Date of Completion/ Probable Date of Completion
10 Cost of balance work (if work is in progress) :
11 Reasons if any for delay in completion, if work completion is delayed :
12 Penalty if any imposed :
13 Any other information :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Billed upto date during 2025-26
Attach Chartered Accountant's Yearwise Statements.
ಅಂದಾಜು ಪತ್ರಿಕೆಗಳ ಆಡಳಿತಾತ್ಮಕ / ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಯ ರಸ್ತೆ ಕಾಮಗಾರಿಯ ಪರಿಶೀಲನಾ ಚೆಕ್ ಲಿಸ್ಟ್.
1 ಕಾಮಗಾರಿಯ ಹೆಸರು.: : ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
2 ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ.: : 2026-27ನೇ ಸಾಲಿನ 5054 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ.
3 ಅನುಮೋದಿತ ಕ್ರಿಯಾಯೋಜನೆಯ ಪತ್ರ ಸಂ ಮತ್ತು ದಿನಾಂಕ ಪುಟ ಸಂ ಮತ್ತು ಕ್ರಮ ಸಂ. :
4 ಅಂದಾಜು ಮೊತ್ತ. : 400.00 ಲಕ್ಷಗಳು
5 ಪ್ರಸಕ್ತ ಸಾಲಿನ ಅನುದಾನ. : 400.00 ಲಕ್ಷಗಳು
6 ಅನುಮೋದಿತ ಚೈನೇಜ್. : 5.00 ರಿಂದ 9.50ರ ವೆರೆಗೆ.
7 ಪ್ರಸ್ತಾಪಿತ ಚೈನೇಜ್. : 6.45 ರಿಂದ 9.50ರ ವೆರೆಗೆ.
8 ಹಾಲಿ ರಸ್ತೆಯ ಸ್ಥಿತಿ. : WORN OUT BT SURFACE
9 ರಸ್ತೆಯ ವರ್ಗೀಕರಣ. : MDR
10 Formation width whether it is as per IRC Standard : Yes /No ( MDR-9.00 m , SH-12.00 ) : Yes
11 CDs width whether it is as per IRC standard : Yes /No ( MDR -9.00m , SH-12.00 m) : Yes
14 ವಾಹನ ಸಾಂದ್ರತೆಯ ವಿವರ. : 671
15 ಡಿಸೈನ್ ಪ್ರಕಾರ ವಿವಿಧ ಭಾಗಗಳ ವಿವರ. : Subbase: 200 MM Base: 250 MM Binding coarse: 95MM Wearing Coarse: 40MM
16 ಅಂದಾಜನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ರಸ್ತೆಯ ವಿವರ. : CH- 7.00 to 7.65 ,8.10 to 9.20 and 9.30 to 9.50
Subbase: 100 MM GSB and Existing 100 mm Base: 250MM WMM Binding coarse: 50 MM BM Wearing Coarse: 25 MM SDBC.
Subgrade-300mm proposed Subbase: 200 MM Base: 250MM WMM Binding coarse: 50 MM BM Wearing Coarse: 25 MM SDBC.
17 ಬಾರ್ ಚಾರ್ಟ [ ಹಿಂದಿನ 3 ವರ್ಷಗಳಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಚೈನೇಜ್ ವಿವರ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆವಾರರು. : ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ಲಗುತ್ತಿಸಿದೆ.
18 ಹಾಲಿ ರಸ್ತೆಯ ಕ್ರಾಸ್ ಸೆಕ್ಷನ್ ಹಾಗೂ ಪರಿಗಣಿಸಿದ ರಸ್ತೆಯ ಸೆಕ್ಷನ್. : ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ಲಗುತ್ತಿಸಿದೆ.
19 ತಾಲೂಕ ನಕ್ಷೆ. : ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ಲಗುತ್ತಿಸಿದೆ.
20 ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಅಂಶಗಳು. 1 SCARIFYING
3 Subgrade in Selected Reaches
5 PRIMER COAT & TACK COAT
8 SHOULDER MURRUM
8 Road Marking with Hot Applied Thermoplastic
8 Road Furnitures
8 3 years Maintenance
21 ಇತರೆ ಅಂಶಗಳು. : #REF!
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರರು, ಲೋ.ಇ.ಉಪ-ವಿಭಾಗ ಇಂಡಿ. ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜನೀಯರರು, ಲೋ.ಇ.ವಿಭಾಗ ವಿಜಯಪುರ.
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
OFFICE OF THE EXECUTIVE ENGINEER
PUBLIC WORKS DEPT DIVISION, VIJAYAPUR DIST
Head of Account : 2026-27 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-132 §AqÀªÁ¼À ªÉZÀUÀ¼ÀÄ
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
ESTIMATED COST :Rs: 500.00 LAKHS
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (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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ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ಇಂಡಿ ಹಂಜಗಿ ನಿಂಬಾಳ gÀ¸ÉÛAiÀÄÄ f¯Áè ªÀÄÄRå gÀ¸ÉÛAiÀiÁVzÀÄÝ, ¥ÀÆwð qÁA§gÀ ªÉÄïÉäöÊ ºÉÆA¢zÀ gÀ¸ÉÛAiÀiÁVgÀÄvÀÛzÉ. ¸ÀzÀgÀ gÀ¸ÉÛ Q«Äà 0.00 jAzÀ 13.60gÀ ªÀgÉUÉ EAr vÁ®ÆQ£À ªÁå¦ÛAiÀÄ°è §gÀÄvÀÛzÉ. ¸ÀzÀj gÀ¸ÉÛAiÀÄ Q.«Ä 6.0 jAzÀ 12.00gÀ ªÀgÉUÉ ¸ÀÄzsÁgÀuÉUÁV 2026-27 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-132 §AqÀªÁ¼À ªÉZÀUÀ¼ÀÄ CrAiÀÄ°è ªÀÄAdÄgÁVzÀÄÝ,¸ÀzÀj gÀ¸ÉÛ Q.«Ä 6.0 jAzÀ 11.00gÀ ªÀgÉUÉ 3.75 «ÄÃlgÀ CUÀ®PÉÌ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀ®Ä CAzÁdÄ ¥ÀwæPÉAiÀÄ°è ¥ÀjUÀt¸À¯ÁVzÉ ºÁUÀÆ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PɼÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÀt¹ vÀAiÀiÁj¸À¯ÁVzÉ.
¯ÉPÀÌ ²Ã¶ðPÉ 2026-27 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-132 §AqÀªÁ¼À ªÉZÀUÀ¼ÀÄ AiÉÆÃd£ÉAiÀÄrAiÀÄ°è ¸ÀgÀPÁgÀzÀ ¥ÀvÀæ ¸ÀASÉå:¯ÉÆÃE/432/LJ¥sÉ/2026 (E-PÀbÉÃj) «PÁ¸À¸ËzsÀ ¨ÉAUÀ¼ÀÆgÀÄ ¢£ÁAPÀ:22.04.2026 gÀ ¥ÀvÀæzÀ CrAiÀÄ°è gÀÆ. 500.0 ®PÀë C£ÀÄzÁ£À ªÀÄAdÆgÁVgÀÄvÀÛzÉ. CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PɼÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÀt¹ vÀAiÀiÁj¸À¯ÁVzÉ.
2023-24 £Éà ¸Á°£À KPÀgÀÆ¥À zÀgÀÀ¥ÀnÖ ºÁUÀÆ 2023-24£Éà ¸Á°£À ªÀÄÄAzÀĪÀgÉzÀ zÀgÀ¥ÀnÖUÀ¼À£ÀéAiÀÄ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß F PɼÀV£À CA±ÀUÀ¼À£ÀÄß ¥ÀjUÉt¹ vÀAiÀiÁj¸À¯ÁVzÉ.
gÀ¸ÉÛ PÁªÀÄUÁjUÁV ::
1 Clearing and grubbing road land
2 Scarifying the existing bituminous road surface
3 Surface Drains in Soil
4 Construction of Subgrade and Earthen Shoulders
5 Construction of Granular Sub-Base
7 Primer coat and Tack coat
10 Road Marking with Hot Applied Thermoplastic
11 Road Furnitures
12 Construction of CD works
13 3 .4 and 5 th years Annual Metainence
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur
Division : Bijapur
Sanctioned Estimate No………………………Date
Fund Head : State Fund .
Head of Account : 2026-27 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 5054-04-337-0-01-132 §AqÀªÁ¼À ªÉZÀUÀ¼ÀÄ
Minor Head : Public Works .
Service Head :…………………………………
Departmental Head : …………………………
Estimate framed in the office of the Executive Engineer Public works Dept Vijayapur Division Vijayapur. Division for the probable expenses that will be incurred in
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Rs.: 500.00 Lakhs
Administratively approved under No………………………Date
Technically sanctioned under No………………………Date
Estimate prepared By : A G Gujari S.O
and checked By: Dayanand V Math AEE
Assistant Executive Engineer, Executive Engineer,
Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
PWD CODE PARA - 133
C E R T I F I C A T E
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.
Assistant Executive Engineer,
Public works Dept Sub Division, Indi
C E R T I F I C A T E
( As required vide G.O.No PWD SL CMS .96 Dtd : 27-06-1991 )
Certified that sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are including while preparing the estimate and specification of items including are completed and correct.
Assistant Executive Engineer, Executive Engineer,
Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.
C E R T I F I C A T E
Certified that the work proposed in this estimate has not been taken up under any other head / programme by any agency for the past five years . The said work has not been included / proposed / over lapped in any proposed or approved programme.The work is not under any maintainence period.
Assistant Executive Engineer, Executive Engineer,
Public works Dept Sub Division, Indi Public works Dept Division Vijayapur.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
C E R T I F I C A T E
ನಾನು ಶ್ರೀ ದಯಾನಂದ ಮಠ ಸಹಾಯಕ ಕಾರ್ನಿರ್ವಾಹಕ ಇಂಜನೀಯರರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ-ವಿಭಾಗ ಇಂಡಿ, ಸದರಿ ಕಾಮಗಾರಿಗೆ Area Weightage 5% ಅನ್ವಯಿಸುವದು ಎಂದು ಪ್ರಮಾಣೀಕರಿಸಲಾಗಿದೆ.
Assistant Executive Engineer,
Public works Dept Sub Division, Indi
This to certify that Shri.Dayanad Math, 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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
C E R T I F I C A T E
Certified that the work proposed in this estimate coming under the Major Irrigation Command area hence the area weightage of 5% is considered in the rate analysis.
Assistant-Executive-Engineer, PWD Sub-Dn, Indi
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS
Division: Bijapur DATE OF TRAFFIC SURVEY : 26/02/2026 to 27/02/2026
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)
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
From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer
2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre
Indi Hanjagi Nimbal Road
Section Officer Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, Indi PWD Division Vijapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Pavement Design
The Pavement is designed as per IRC :37 -2018 as detailed below.
The Traffic census data extract is enclosed. The total number of heavy vehicle is 560 nos. A design life of 15 years is considered with an annual rate of growth 6% in traffic.
The projected traffic will be designed is based on standard axle method. The highest CBR value is Say6.00 %. Number of vehicles playing 560 per day as per the traffic census conducted from DATED FROM-26/02/2026 to 27/02/2026 at of above road.
The traffic for the design life is computed as below.
A = P(1 + r)x P = No. of commercial vehicle perday in last count.
r= annual rate of growth 5% or 0.05
A 560 (1+0.5)1 x = No. of years between last count and completion of construction.
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.
V= Vehicle damaged factor ( for single lane =1, for double lane = 75% and 50% for four lane
P= No of heavy vehicles for design ( as per traffic census of road)
F = Lane Distribution Factor ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1550 f= 3.90)
n=life of constructed road is 20 years consider
N 18.05 Say msa = 20.00axles to be catered for in the
Assistant Executive Engineer Executive Engineer
Public works Dept . Sub-Dn.Indi Public works Dept- Dn. Vijayapur.
Design in terms of msa.= 1.00
Considered Eff.CBR Value =5 5% msa = 40 PCU = #REF!
40 mm BC 30 mm Proposed BC
130 mm DBM 50 mm Proposed DBM
250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base
200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase
Existing Granular SubBase
Design crust thickness Existing crust thickness Proposed crust thickness
40 mm BC 30 mm Proposed BC
130 mm DBM 50 mm Proposed DBM
250 mm Granular Base 100 mm Granular Base 250 mm Proposed Granular Base
200 mm Granular SubBase Granular SubBase 100 mm Proposed Granular SubBase
100 Existing Granular SubBase
Note: Existing base is treated as GSB Bituminous layer is considered in stage constn.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Pavement Design
.The Pavement is designed as per IRC :37 -2018 as detailed below.
.The Traffic census data extract is enclosed. The total number of heavy vehicle is 560 nos. A design life of 5 years is considered for stage construction for bituminous layer with an annual rate of growth 6% in traffic.
. The projected traffic will be designed is based on standard axle method. The effective CBR value is6.00 %. Number of vehicles playing 560 per day as per the traffic conducted survey on DATED FROM-26/02/2026 to 27/02/2026 at of above road
The traffic for the design life is computed as below.
A = P(1 + r)x P = No. of commercial vehicle perday in last count.
r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05
A 560 x (1+0.05)1 x = No. of years between last count and completion of construction.
A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)
D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane
P= No of heavy vehicles for design ( as per traffic census of road)
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)
n = considered life of constructed road is 5 years
N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.
Considering msa = 5
Considered Eff.CBR Value =5 msa = 20 PCU = #REF!
30 mm BC 00 mm Worn Out SDBC 25 mm Proposed SDBC
65 mm DBM 50 mm Proposed BM
250 mm Granular Base 490 100 mm Granular Base 425 250 mm Proposed WMM
200 mm Granular SubBase 230 mm 00 mm Granular SubBase 100mm/ 100mm GSB for c/w portion /Drainage layer
Design crust thickness Existing crust thickness for widening portion Proposed crust thickness
Note :- Granular Base & Sub Base designed for 15 years period.
Bituminous layer designed for 5 years period (stage construction)
Assistant Engineer, Assistant Executive Engineer, Executive Engineer,
PWD Sub Division,Vijayapur PWD Division Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
PAVEMENT THICKNESS CHART
Km No Eff. CBR Value As per Design Existing Crust thickness Balance Remakrs
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 DBM in mm BC in mm Total thick in mm
CH-6.40 to CH-11.00 6.00% 200 250 95 40 585 0 100 0 0 100 100 250 50 25 425 Proposed 100 mm GSB+ 250mm WMM+50mm DBM +25mm thick SDBC (stage construction)
Note :- Granular Base & Sub Base designed for 15 years period.
Bituminous layer designed for 5 years period (stage construction)
Existing One layer base is treated as GSB
Assistant Executive Engineer Executive Engineer
PWD Sub Division Indi PWD Division Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
RECAPitULATION SHEET
S No Description of work Amount
4 3rd Year Maintenance 128835.00 128835.00
5 4th Year Maintenance 211545.00 211545.00
6 5th Year Maintenance 262485.00 262485.00
8 Add 5% Tender Premium 2360868.12 2360871.5
9 Add LS for QC,Tree plantation, Shifting of Water suply Lines and Electrical poles & Misc. 421,769.55 421698.508 71.05 421,769.55
Total Amount Rs : 50000000.00
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, Indi PWD Division, Vijayapur. PWD/2024-25/RD/WORK_INDENT12115
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ) Widening and improvement of the Indi-Hanjagi-Nimbal road (Major District Road) from km 6.00 to 12.00 in Indi Taluk, Vijayapura District.
MEASUREMENT SHEET
SI.No Item of work Measurement Unit Rate Amount
No L(m) B(m) D(m) Total
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
Total qty 18000.00 M2
Total Qty- = 10800.00 M2 5.2
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
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.
In selected reaches Total Qty- 5000.00 M 26.25 131250.00
4 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.
Carraige Way 1 x 4500.00 x 3.750 x 0.10 = 1687.50 #REF!
5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6 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.
7 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface
8 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
9 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.
10 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
side Shoulder (2.137+1.5)/2=1.819 1.819
11 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 8.750 1.21250
12 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 8.750 1.21250
13 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.
14 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
(In Selected Reaches Near School, Village limits, Bridge portion & Curves) Total Qty- 400.00 M2 556.50 222600.00
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)
Total Qty- 5.00 Each 3033.45 15167.25
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)
1 x 20.0 Total Qty- = 20.00
17 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
Name Board 1 x 1.0 Total Qty- = 1.00
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Existing road Crossection in CH.4.50 to 9.50 km
shoulders Existing Worned out BT
Existing Worned out BT 100 mm WBM
Existing subgrade
Proposed Crossection in CH-4.50 to 9.50 km
425mm shoulders
425 1.925 Proposed SDBC 250 mm WMM
Proposed WMM 100mm GSB
Proposed 100 mm GSB
2.025 100mm GSB Existing 100mm WBM 100mm GSB
Proposed 200mm Sub-Grade (in Selected Reaches)
7.8 2.34375 2.334375m is base width of 100mm GSB portion
Proposed cross section of Improvement
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur 725
Existing road Crossection in CH.7.30to7.50 & 7.80 to 8.20 km
Existing Erthen Surface
Existing subgrade
7.50 25 mm SDBC
425mm shoulders 3.75
Proposed SDBC 250mm WMM
Proposed WMM 200/100 mm GSB
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.Indi Dept. Divn. Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Existing road Crossection in CH.6.65 to 7.15 km & in CH-7.45 to 7.95km
shoulders Existing Worned out BT
Existing Worned out BT 100 mm WBM
Existing 100mm WBM
Proposed Crossection in CH.6.65 to 7.15 km & in CH-7.45 to 7.95km
425mm shoulders
725 1.925 Proposed SDBC 250 mm WMM
Proposed WMM 200mm GSB
Proposed 200 mm GSB
7.80 2.025 100mm GSB 100mm GSB 300mm Sub-Grade
Proposed 300mm Sub-Grade
8.2 2.34375 2.334375m is base width of 100mm GSB portion
Proposed cross section of Improvement
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur 725
Existing road Crossection in CH.7.30to7.50 & 7.80 to 8.20 km
Existing Erthen Surface
Existing subgrade
7.50 25 mm SDBC
425mm shoulders 3.75
Proposed SDBC 250mm WMM
Proposed WMM 200/100 mm GSB
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.Indi Dept. Divn. Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Existing road Crossection CH-6.40 to 12.00
shoulders Existing Worned out BT
Existing Worned out BT
Existing subgrade
Existing 100 mm WBM
Proposed Crossection CH-6.40 to 11.05
425mm shoulders 3.75
0.425 2.137 Proposed SDBC 250 mm WMM
Proposed BM 100mm GSB
Proposed 100 mm GSB
2.287 Existing 100 mm WBM
1.787 Existing 100 mm WBM
9.55 300 mm Subgrade
Proposed cross section of Improvement
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur
Existing road Crossection in CH.7.30to7.50 & 7.80 to 8.20 km
Existing Erthen Surface
Existing subgrade
7.50 25 mm SDBC
425mm shoulders 3.75
Proposed SDBC 250mm WMM
Proposed WMM 200/100 mm GSB
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.Indi Dept. Divn. Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Existing road Crossection CH-7.50 to 11.0 km
shoulders Existing Worned out BT
Existing Worned out BT
Existing subgrade
Existing 200 mm WBM
Proposed Crossection CH-7.50 to 11.0 km
425mm shoulders 3.75
0.425 2.137 Proposed SDBC 250 mm WMM
Proposed BM 100mm GSB
Existing 200 mm GSB
1.787 Existing 100 mm WBM
9.55 300 mm Subgrade
Proposed cross section of Improvement
Assistant Executive Engineer PWD Sub Division, Indi Executive Engineer PWD Division, Vijayapur
Existing road Crossection in CH.7.30to7.50 & 7.80 to 8.20 km
Existing Erthen Surface
Existing subgrade
7.50 25 mm SDBC
425mm shoulders 3.75
Proposed SDBC 250mm WMM
Proposed WMM 200/100 mm GSB
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.Indi Dept. Divn. Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
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.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
C.D. work Measurements - at km-6.70,7.00,11.00,11.35
1000 mm Dia Two row
SI.No Item of work No L B D Qty Unit Rate Amount
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-- By Mechanical Means (iv) Dismantling Stone Masonry-B) Rubble stone masonry in cement mortar.
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 4 2 7.5 60
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
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
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
Parpet wall 4 2 7.5 0.4 0.45 10.8
Net Qty 147.8738304 M3 6532.05 965919.2539 #REF! #REF! #REF! #REF! #REF!
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 - #REF! #REF! #REF! #REF! #REF!
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 80 Rmt 8354.85 668388
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
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
Head wall 4 2 7.5 8 5 2400 Kg
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
For Outer Sides and Inner side 4 4 7.5 0.45 54
For Perapet Sides 4 4 0.4 0.45 2.88
For Parepet Top 4 2 12 0.4 38.4
Assistant Executive Engineer, Executive Engineer,
PWD Sub Division, Indi PWD Division,Bijapur.
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
S No Description of work SR Vol Page No Item No Basic rate Area Wtage 5%=Column 6*5% Final rate=6+7 Unit
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 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 SR-2023-24,V-3,PgNo.9 INo.2.5 ii (A)
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
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 SR-2023-24,V-3,PgNo.17 INo.3.5
3 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 SR-2023-24,V-3,PgNo.18 INo.3.11
4 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 SR-2023-24,V-3,PgNo.144 INo.16.8B
5 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
6 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-3,PgNo.26 INo.4.17
7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. III 31 5.1A 63.00 3.15 66.15 M2 SR-2023-24,V-3,PgNo.26 INo.4.18
8 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-3,PgNo.26 INo.4.19
9 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-3,PgNo.33 INo.5.8C
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. III 43 5.31 14785.00 739.25 15524.25 M3 SR-2023-24,V-3,PgNo.43 INo.5.31
11 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
12 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 ) Corr 3562.00 178.10 3740.10 Each
13 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 ) Corr 4210.00 210.50 4420.50 Each SR-2023-24,V-3,PgNo.65 INo.8.5 ( xii )
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. III 74 8.43 365.00 18.25 383.25 Nos SR-2023-24,V-3,PgNo.75 INo.8.43
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 III 67 8.15 530.00 26.50 556.50 M2 SR-2023-24,V-3,PgNo.67 INo.8.15
16 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) Corr 2889.00 144.45 3033.45 Each SR-2023-24,V-3,PgNo.67 INo.8.16 (ii)
17 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) Corr 820.00 41.00 861.00 Each SR-2023-24,V-3,PgNo.67 INo.8.16 (iii)
18 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 Corr 733.00 36.65 769.65 Each
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 Vol-III 78 8.54 9000.00 450.00 9450.00 Nos
20 5 Year Maintenance
21 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 28630.00 28630.00 Per Km
22 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. 47010.00 47010.00 Per Km
23 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. 58330.00 58330.00 Per Km
24 CD works 0.05
25 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
26 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
27 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
28 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 I 15 2.1.4 Corr 6147.00 307.35 6454.35 M3 Code Vol-1 I.N0-2.1.4 P.N0-15
29 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 I 16 2.4.2 Corr 6221.00 311.05 6532.05 M3 Code Vol-1 I.N0-2.4.2 P.N0-16
30 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 2.4.2 311.05 15.55 326.60 m3 Code Vol-1 I.N0-3 P.N0-11 #REF! 0.05 3.465 #REF! 3.46 #REF!
31 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
32 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
33 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 Corr 80019.00 4000.95 84019.95 T Code Vol-1 I.N0-2.11b P.N0-18
34 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!
Assistant Executive Engineer, Executive Engineer,
Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (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 4.500 28630.00 128835.0 0.078 Data Rate aproved by SE PWD Belagavi
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ರೂಗಿ ಕ್ರಾಸನಿಂದ ಹಿರೇಮಸಳಿ ಕಿ.ಮೀ 5.00 ದಿಂದ 9.50ರವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ 43039031
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 4.500 47010.00 211545.0 0.078
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ರೂಗಿ ಕ್ರಾಸನಿಂದ ಹಿರೇಮಸಳಿ ಕಿ.ಮೀ 5.00 ದಿಂದ 9.50ರವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ 43039031
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 4.500 58330.000 262485.0 0.078
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲ್ಲೂಕಿನ ಇಂಡಿ-ಹಂಜಗಿ-ನಿಂಬಾಳ ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 12.00ರವರೆಗೆ ಅಗಲೀಕರಣ ಮಾಡಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ)
Existing Barchart
Indi Hanjagi Nimbal
5.5M width Existing BT Good Condition
3.75 M width Existing BT Damaged 3.75 5.5
Proposed Barchart
5.5M width Existing BT Good Condition Shoulder 5.5
Proposed 100 mm GSB,250 mm WMM ,50 mm BM,and 25 mm SDBC 3.75
Assistant Executive Engineer, Executive Engineer,
Public works Dept Sub Division, Indi Public works Dept Division, Vijayapur
FULL DEATAILS BAR CHART - (MDR RIS ID: IND 31)
Name of the Road : Indi Hanjagi Nimbal Road (Km: 0.00- 13.60)
Road Category:MDR Sub Division : INDI Division : VIJAYPUR Circle :BELGAUM
Indi CD CD CD CD CD CD CD Hanjagi CD CD CD CD CD CD CD CD CD CD CD CD Nimbal
Carriage Way 10.00 5.50. 3.75 M
Last Five Year road Improved Details
5054 Appendix-E
Proposed Year Details
Annual Maintenance for 2026-27 5054 Appendix-E Annual Maintenance for 2026-27
Chainage 0.00 13.60
Legends Desciption Silent Features 3).Proposed works under Annual Works 2026-27 2).Maintenance for 2026-27 Village/City Limit
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)
Work Approved/Progress Single Lane 6.35 TO 13.60Km 7.25 5054 appe-E 6.40 11.60 5.200 3054 0.00 6.400 Maint 6.400 Indi 0.00 0.30 0.30
Annual Maintenance (More than 5 year) Intermediate lane 0.00 to 6.35 6.35 Total Length (in Km) 5.200 11.60 13.60 Maint 2.00 Hanjagi 6.00 6.50 0.50
Annual Maintenance (Less than 5 year) Two lane 0.00 Km 0.00 Total Length (in Km) 8.400 Nimbal 13.00 13.60 0.60
Two lane + PS 0.00 Km 0.00 Total Length (in Km) 1.40
Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP
Non Feasible 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) Other Department Works
Major Bridges Minor Bridges 0.00 Km 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Under From To L (in Km)
Minor Bridges Railway Crossing 0.00 Km 0.00 Total Length (in Km) 0.00 Total Length (in Km) 0.00 KRDCL 0.00
CD Overlap Length 0.00 Km 0.00 KSHIP 0.00
Village/ City Name Length excluding overlap 13.60 SHDP 0.00
Railway Crossing Total Length including overlap (in Km) 13.60 5). Eligible for Renewal No. Details Length Total Length (in Km) 0.00
Overlap 2024-25 Maintenance Abstract HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 1 1). Completed Works and under DLP 0.00 Details of 5 years
Description Length in Km APPENDIX-E Renewal 0.00 1.70 Ren 1.70 2 2).Maintenance for 2026-27 8.400 Head of account Year of construction Chainage L (in Km)
Assistant Executive Engineer, Last 5 Year Developed Length (2026-27 Maintenance) 0.00 6.35 13.60 Ren 7.25 3 3).Proposed works under Annual Works 2026-27 0.00 From To
PWD Sub-Division - Indi. More than 5 year Developed length (2026-27 Maint) 0.00 4 4). On going works 5.200 2023-24 0.00 0.00 0.00
Total Maintenance length 8.400 5 5). Not Feasebale 0.00 2022-23 0.00 0.00 0.00
Total Length of the Road 13.60 Executive Engineer, 2020-21 0.00 0.00 0.00
PWD Division - vijayapura
Total Length 0.000
ಕಾಮಗಾರಿ ಹೆಸರು: ವಿಜಯಪುರ ಜಿಲ್ಲೆಯ ಇಂಡಿ ತಾಲೂಕಿನ ರೂಗಿ ಕ್ರಾಸನಿಂದ ಹಿರೇಮಸಳಿ ಕಿ.ಮೀ 5.00 ದಿಂದ 9.50ರವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ
C.D. work Measurements - at km-6.70,7.00,11.00,11.35
1000 mm dia NP3 7.5.Mt 7.80 Mt
1000 mm dia NP3
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
Name of Work:Improvements to Rugi Cross to Hiremasali Road at Km 4.50 to 9.50 in Indi Taluk of Vijayapur District. (Proposed road at CH-5.50 to 9.50 km) 43039031
SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.
1 Road maintenance for 3rd year for road with DBM+BC 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 4.5 28630.00 128835.0 0.078
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
Name of Work:Improvements to Rugi Cross to Hiremasali Road at Km 4.50 to 9.50 in Indi Taluk of Vijayapur District. (Proposed road at CH-5.50 to 9.50 km) 43039031
SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.
1 Road maintenance for 4 th year for road with DBM+BC 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 4.5 47010.00 211545.0 0.078
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
Name of Work:Improvements to Rugi Cross to Hiremasali Road at Km 4.50 to 9.50 in Indi Taluk of Vijayapur District. (Proposed road at CH-5.50 to 9.50 km) 43039031
SL. No Description of work Unit Qty Rate in Rs. Amount in Rs.
1 Road maintenance for 5 th year for road with DBM+BC 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 4.500 58330.000 262485.0 0.078
Assistant Executive Engineer, Executive Engineer,
PWD.,Sub Division, Indi PWD Dept. Division, Vijayapur
Name of Work:Widening and improvement of the Indi-Hanjagi-Nimbal road (Major District Road) from km 6.00 to 12.00 in Indi Taluk, Vijayapura District... (WINO.PWD/2026-27/RD/WORK_INDENT37643)
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 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 per 100 m2 108 412.65
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 M2 8325 6.3
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. M 5000 26.25
4 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. M3 1665 2476.95
5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. M3 4162.5 2686.95 0
6 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. M2 16650 66.15
7 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 16875 23.1
8 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 M3 843.75 11198.25
9 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. M3 421.88 15524.25
10 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 M3 6864.91 517.65
11 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
12 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
13 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 500 383.25
14 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 400 556.5
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 5 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 20 861
17 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 Nos 1 9450
C.D. work Measurements - at km-6.60
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. m3 225 640.5 30
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 60 1150.8 1.95
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 M3 88.56 107.1
4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates M3 18.36 6454.35
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 147.87 6532.05
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 - m3 147.87 326.6025
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. M 80 8354.85
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 M3 265.04 497.7
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 T 2.4 84019.95
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 M2 95.28 28.35
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)
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