Jharkhand Industrial Area Development Authority Tender
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Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A*N*2-B) Where: A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited. B = Value of existing commitments and on-going works to be completed during the next 09 Months.
Technical Capacity
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The required prior work experience for the bidder includes experience in works of a similar nature and size for each of the last five years. The bidder should have completed works with a total monetary value of construction work performed for each of the last five years. Specifically, the bidder should provide information on the quantities of work executed, including details such as Cement Concrete, Masonry, Earth Work, WBM, WMM, and Bituminous work. The bidder should also provide information on the value of similar works completed, with details such as contract value, stipulated period of completion, and actual date of completion. Regarding the value and percentage of similar works completed, the bidder should have completed a project of at least 50 percent of the contract value within the last five years. The amount of the successfully completed project is specified as 50% of the contract value, which is Rs 2,19,55,000.00. The bidder should have prior work experience as a prime contractor, and work performed in the past as a nominated sub-contractor will also be considered. The bidder should have completed works of a similar nature over the last five years, with a total value of civil engineering construction work performed in the last five years. The bidder should also have availability of credit facilities of Rs. 43,91,000.00 and undertake to invest a minimum cash amount of up to 25% of the contract value during the implementation of the work. Key personnel should have specific qualifications and experience, including the Project Manager with 5 years experience as Manager and BE Civil with at least 15 years experience, and the Site Engineer with 5 years experience in Road Construction and BE Civil with at least 10 years experience. The bidder should provide a certificate from the Engineer(s)-in-Charge and a certificate from a Chartered Accountant to support their claims.
Costs
EMD
₹ 4,39,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_JIADA_101195_1Tender No
JIADA/04/NH-Phase 3/2025-26Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Dense Graded Bituminous Macadam (Providing and laying dense bitumen macadam with 100-120TPH batch type HMP producing an avreage output of 75 tonnes per hour using crushed aggregate of specified grading, premixing with bituminous binder @4.0 to 4.5 % by weight of total mix mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratry and tondem roller to achive the desired compaction as per morth specification clause no 507 complete in all respects.) with VG=30 Grade Bulk Bitumen. Add 1.0% for extra widening at curve & junction improvement.
2103.4
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an avreage output of 75 tonns per hour using crushes aggregates of specified grading, premixing with bituminous binder @ 504 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hyrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibrating and tandem roller to achive the desired compaction as per morth specification clause No. 509.Comlete ain all respects.) Add 1.0% for extra widening at curve & junction improvement
1051.7
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Tack Caot Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bitumen/ granular surface cleaned with mechanical broom.Add 1.0% for extra widening at curve & junction improvement.
26292.5
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Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.
1859.44
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Road marking with hot Applied thermoplastic compound with refectorising Glass Beads on Bituminous surface (Providing and laying of hot applied thermoplastic compund 2.5mm thick including reflectorising glass beads @ gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to belevel ,uniform and free from streak and holes)
1673.5
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Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Colour of lighting could be provided in red or yellow (amber) as per requirement and typical frequency blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mmx100mmx100mm. Also, the surface diameter of the marker shall not be less than 100mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)
1451
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