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Tender Value
₹2.4 Cr
EMD Value
₹3.6 L
Closing Date
20 Jun 2026, 10:00 pm
Public Works Department
CONSTRUCTION OF A BOX CULVERT ON HADAGALI YAMBATNAL NEGINAL MARKABANAHALLI SATIHAL TO JOIN SH-41 AT 18.30 KM IN DEVARAHIPPARAGI CONSTITUENCY OF VIJAYAPUR DISTRICTH/A 5054-80-190-0-01-132
289515
PWD/2026-27/BG/WORK_INDENT35411
Open
Bridges
PWD Division Office Vijayapura
10 documents required · 10 mandatory
c) Executed in any one financial year,the following minimum quantities of work(1)Earthwork-5706.84 Cum(2)Concrete(PCC/RCC/PQC/DLC)-676.78Cum(3)STEEL-40.01Tonne
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 Bridge work of value not less than Rs. 120.06 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.Tipper Trucks 2.WaterTanker-3.Concrete batching and mixing plant minimum 30 cm/hour 4.Transit Mixer-5.needleVibrator6.Front End Loader7.Concrete Pump8.Excavator Like JCB/ Hitachi etc 9.Centering Plates
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 -0.916 Year(11 Month) B-Value at 2026-27 price level, of existing commitments and ongoing works to be completed during the next 0.916 year(11 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 11 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. 3,61,000/- 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.2,61,000/- 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.65.49 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.480.27 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
₹3.6 L
4 Jun 2026
4 Jun 2026
22 Jun 2026
18 Jun 2026
12 Jun 2026
Ist Month
Physical
For Bridge
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
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 MORTH Specification 202.
Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.
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.M15 Mix 1:2:4 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. ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Formwork , Centering & Scaffloading 3% For Foundation (b) all other types
Providing and laying in position Reinforced 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 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. M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates.
Formwork , Centering & Scaffloading 3% For Foundation
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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Formwork , Centering & Scaffloading 3% For Foundation
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates.
Formwork , Centering & Scaffloading 10% For substructures
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Formwork , Centering & Scaffloading 10% For substructures
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Formwork , Centering & Scaffloading 20% For Super structures
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. c.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. d.super structure of bridges
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500,1600 1700 & 2704.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
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.. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200
Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.. MORTH Specification No.2703,1500,1600and 1700.
Filler Joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications MORTH Specification No. 2605
Filler Joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705
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/m3as per IRC: 21-2000.MORTH Specification No.2503.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A.Stone/Boulder MORTH Specification No. 2504
For CD Work
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 Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means
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 specifications. (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 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
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.(5% of Item No.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
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. (5% of Item No.7)
Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia
Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.h.all other type of structures
Construction of Embankment by excavating the available approved ravel/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
For Approch Road
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 MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator
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 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 MORTH Specification No. 305
By Mix In Place Method 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
406-A 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 MORTH Specification No.406
502-A (i) 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. MORTH Specification No. 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 the prepared bituminous surface cleaned with mechanical broom
Dense Graded Bituminous macadam Grading - ii for traffic < 20 mSa Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 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.
Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia
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. MORTH Specification No. 803.
Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
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
Month wise
1 Month
2 Month
3 Month
4 Month
5 Month
6 Month
7 Month
8 Month
9 Month
10 Month
11 Month
Total
Unit Per
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 2025-26
Attach Chartered Accountant's Yearwise Statements.
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