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Tender Value
₹4.0 Cr
EMD Value
₹6.0 L
Closing Date
20 Jun 2026, 10:00 pm
Public Works Department
Widening and Improvements to Vijayapara Jalageri Yatnal Road From Km. 22.00 to 25.00 in Tikota Taluka Vijayapur District Under H/A 5054-04-337-0-01-154 MDR Improvements
293026
PWD/2025-26/RD/WORK_INDENT34993
Open
Roads
PWD Division Office Vijayapura
10 documents required · 10 mandatory
c) Executed in any one financial year,the following minimum quantities of work(1)Earthwork -4760.10 Cum(2) GSB-1845.59 Cum(3)WBM/WMM-2354 Cum4)sphalt quantities (BM/DBM/SDBC/BC)-753.28 Cum
To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2021-22 to 2025-26.(b) satisfactorily completed, as prime contractor, at least one similar work such as Improvement to Road work of value not less than Rs. 198.62 Lakhs.
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 - 1 No. (Owning ) or 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. 5,96,000.00 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. 4,96,000/- in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.
Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs.198.62 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information.
To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2021-22 to 2025-26(a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 794.50 Lakhs.
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
5 Jun 2026
5 Jun 2026
22 Jun 2026
13 Jun 2026
12 Jun 2026
Ist Month
Physical
For Road
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer In area of light jungle
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. Ref to MoRT&H
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.
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
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
Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means.
Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface
Dense Graded Bituminous Macadam Grading - II for traffic >20 MSAProviding and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects
Bituminous Concrete Grading II for traffic>20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Dry Lean Cement Concrete Sub- base:Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
Cement Concrete Pavement with OPC/PPC/PSC Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
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
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
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
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. 90 cm equilateral triangle
Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast)
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)
For CD
Dismantling Stone Masonry : By Mechanical Means : Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means
Dismantling of Structures : 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... Cement Concrete Grade M-15 & M-20
Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Above 600 mm to 900 mm dia
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 pecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
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
PIPE CULVERTS - 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, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6
PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. - 1000 mm dia. Ref to MoRT&H : IRC - 1101.6
Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
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.
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
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
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. Ref to MoRT&H
Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502
Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503
Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505
Bituminous Concrete Grading II for traffic >20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507
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
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
Month wise
1 Month
2 Month
3 Month
4 Month
5 Month
6 Month
Total
FORMAT 10
Information on litigation in which the Tenderer is involved:
Other Party/Parties
TENDERER
FORMAT 9
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:…………………………
FORMAT 8
List of Machinery
Item of Equipment
TENDERER
FORMAT 7
Information of the works for which Tenderer has submitted Tender.
Project Name
TENDERER
FORMAT 6
Information of the works for which Tender acceptance letters are received.
Project Name
Attach letters of Acceptance received.
TENDERER
FORMAT 5
Information on works which are yet to be completed.
Project Name
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
TENDERER
FORMAT 4
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works
January
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
Earthwork & Embankment in cum
Financial
GSB in cum
Financial
Base Course (WMM/WBM) in cum
Financial
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum
Financial
Concrete in cum
Financial
Steel in MT
Financial
Others Specify Details
Financial
TENDERER
FORMAT 3
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
This is to certify that M/s .Sri/Smt .............................................................................
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:
Name of the Project
Name of the Work
Contract Amount
Date of signing the Agreement
Date of handing over of the Site
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Progress *
January
Earthwork & Embankment
Financial in lac
Financial in lac
Base Course (WMM/WBM)
Financial in lac
Asphalt Quantities (MSS/BM/BC/SDBC/DBM)
Financial in lac
Concrete
Financial in lac
Steel
Financial in lac
Others (Pl specify)
Financial in lac
Others (Pl specify)
Financial in lac
Stipulated Period of Completion (including monsoon)
Prescribed Date of completion
Actual Date of Completion/ Probable Date of Completion
Cost of balance work (if work is in progress)
Reasons if any for delay in completion, if work completion is delayed
Penalty if any imposed
Any other information
* Monthwise progress shall be furnished seperately.
Place:
Address for correspondence:
Email ID:
FORMAT 2
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
CONTRACTOR
FORMAT 1
Financial Year
Billed upto date during 2026-27
Attach Chartered Accountant's Yearwise Statements.
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BID DOCUMENT 34993 R1.doc
Tender Document • 0.41 MB
Specifications Roads.zip
Operating Procedures • 1.19 MB
mile stone 34993.xls
Schedule of Delivery • 0.07 MB
formats kw4 roads.xls
Others - formats • 0.14 MB
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