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Tender Value
₹1.7 Cr
EMD Value
₹2.5 L
Closing Date
1 Aug 2026, 10:00 pmDue tomorrow
Public Works Department
C.S.POLICE PATIL
211210637
8792351513
Construction of Asphalt road and Box culvert from Vivekanand circle to tippu sultan circle in Sindagi town of Sindagi Constituency of Vijayapur District
PWD/2026-27/RD/WORK_INDENT36291
PWD/2026-27/RD/WORK_INDENT36291
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
10 documents required · 10 mandatory
c)Executed in any one year, the following minimum quantities of work (1)Earth work excavation -983.09 cum 2)Asphalt/BM/SDBC - 268.80 cum 3)PCC/RCC-543.62 Cum 4)Steel - 21.60 Tonne
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 Construction of road work Box Culvert value not less than Rs. 84.66 Lakhs.
3.3 Each Tenderer should further demonstrate:Availability by owning, owning/Hire/Lease basis, Govt circular on GO-FD/AE 263/EXP12-2022, dated- 11-05-2022, this clause for owning key equipments for works costing upto Rs. 3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in constructions as per MORTH specification.1)Excavator/JCB 2)Tippers 3)Water Tankers 4)Hot Mix Plant (HMP) 5)Static Road Roller 5)Paver Machine 6)Soil Compacter 7)Pneumatic Tyre Roller 8)Sprayer Machine 9)Pugmill
Asessed Tender capacity shall be more than the tendered amount
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. 2,55,000/- shall be paid in full through E-payment or in two parts part (1)Rs.1,00,000/- by E-Payment. Part (2) Balance EMD of Rs.1,55,000/- 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.84.66 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.338.67 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.
₹4,240
₹2.5 L
16 Jul 2026
16 Jul 2026
3 Aug 2026
30 Jul 2026
24 Jul 2026
Ist Month
Physical
For Drain
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of chinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded rushed coarse aggregates
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle ibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical ecifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
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
Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
For Box
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
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
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Scaffolding Foundation 8%
Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding Walls 10%
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding slab 20%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of Bridges
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Super structure of Bridges
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawingand Technical Specifications
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000.
For CC Drain
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
Repair of spalled joint grooves of contraction joints, longitudina joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete
Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material
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.
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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
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.
Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement.
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 @ 3.3% 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
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.
Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
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
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, hickness 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 rom streaks and holes
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 lessthan 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing willbe 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 directedby the engineer.The contractor shall submit a two yearwarranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer
Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.
Cable Duct Across the Road..Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material ree of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings Single row for utility service
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
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
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
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
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
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
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 2024-25
Attach Chartered Accountant's Yearwise Statements.
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formats kw4 roads.xls
Others - Road Formats • 0.13 MB
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