Jharkhand Industrial Area Development Authority Tender
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Technical
Technical
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 having prior work experience in civil engineering construction work, with specific values for each year over the last five years. The bidder should have completed works of a similar nature over the last five years, with details on contract value, stipulated period of completion, and actual date of completion. The bidder should have experience in works of a similar nature and size for each of the last five years, with the total monetary value of construction work performed for each of the last five years provided. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. For Key Personnel, the required experience is as follows:
- For Plant Engineers: BE Mech. with at least 10 years experience OR Diploma Mech. with at least 15 years experience.
- For Project Manager: 5 years experience as Manager and BE Civil with at least 15 years experience.
- For Site Engineer: 5 years experience in Road Construction and BE Civil with at least 10 years experience. The bidder is required to have successfully completed a project with a value of at least 50 percent of the contract value within the last five years. However, the exact value of the successfully completed project is not specified. The value and percentage of similar works completed are not explicitly mentioned, but the bidder is required to provide information on their existing commitments and completion time. The bidder should have a minimum of 25% of the contract value of work available to invest during implementation of the contract. The percentage of initial contract price that can be exceeded due to changes in quantities is 15 percent, and the percentage of change in quantities that can trigger a rate adjustment is 25 percent, provided the change exceeds 1% of initial Contract Price. The amount of similar works completed should be at least the value of the contract, but no specific amount is mentioned. The bidder should provide information on the value of contracts completed, which can be used to determine the amount of similar works completed. The bidder's prior work experience should include quantities of work executed, such as cement concrete, masonry, earthwork, WBM, WMM, and bituminous work, for each of the last five years. The bidder should provide certificates from the Engineer(s)-in-Charge and a certificate from a Chartered Accountant. The bidder should have a minimum annual turnover and should have completed a minimum amount of similar works, with a minimum value of contracts completed. The bidder's prior work experience should be provided for each of the last five years, including the year, name of the work, name of the employer, quantity of work performed, and remarks. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years, which will be updated to the price level of the year indicated in the Appendix. The bidder's prior work experience should include information on the value of existing commitments and on-going works to be completed during the next 09 months, which will be updated to the price level of the year indicated in the Appendix. The bidder should have completed works of a similar nature, with a minimum value of contracts completed, and should have a minimum annual turnover. The bidder's prior work experience should include information on the quantities of work executed, such as cement concrete, masonry, earthwork, WBM, WMM, and bituminous work, for each of the last five years. The bidder should provide information on the value of contracts completed, including the contract number, name of the employer, and date of issue of the work order. The bidder should also provide information on the stipulated period of completion, actual date of completion, and remarks explaining reasons for delay and work completed. The bidder's prior work experience should be provided for each of the last five years, including the year, name of the work, name of the employer, quantity of work performed, and remarks. The bidder should have a minimum of 25% of the contract value of work available to invest during implementation of the contract. The bidder's prior work experience should include information on the value of existing commitments and on-going works to be completed during the next 09 months. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder should have completed works of a similar nature, with a minimum value of contracts completed, and should have a minimum annual turnover. The bidder's prior work experience should include information on the quantities of work executed, such as cement concrete, masonry, earthwork, WBM, WMM, and bituminous work, for each of the last five years. The bidder should provide certificates from the Engineer(s)-in-Charge and a certificate from a Chartered Accountant. The bidder should have a minimum of 25% of the contract value of work available to invest during implementation of the contract. The
Costs
EMD
₹ 4,83,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_JIADA_101192_1Tender No
JIADA/04/Phase-2/2025-26Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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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.
2318.96
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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
1159.48
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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.
28987
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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.
1640
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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)
1845
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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.)
1599
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