Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Public Notice No. [Number] of Yamanashi City, August 6, Reiwa 8
Bid and Contract Number: No. [Number]
Location: Within the premises
Scheduled Construction Period: From to
Outline:
Scheduled Price:
Minimum Bid Price:
Bid Security:
Advance Payment:
Applicable:
Registered Qualification Name List Category:
Regional Requirements:
Track Record Requirements:
Business Matters:
Date and Time:
Location:
Yamanashi City General Competitive Bidding Notice
We will conduct a general competitive bidding (post-review conditional general competitive bidding), and hereby announce as follows, pursuant to the provisions of Article 167-6, Paragraph 1 of the Local Autonomy Act.
Mayor of Yamanashi City: Haruo Takagi
1. Matters for Bidding
General
Project Name: Social Capital Development Comprehensive Promotion Project Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Yamanashi City: Tokoji Shimo-kannagawa
From the day after the contract date to March 15, Reiwa 9
Bridge Repair Work N=1 bridge
Crack Repair Work L=16.7m
Cross-section Repair Work V=0.3m3
Bridge Painting Work A=242m2
Expansion Joint Work L=22m
Exempt
Contract Security:
Payment:
Applicable (within 40%)
Partial Payment or Interim Advance Payment
To be announced after contract award (post-announcement)
Must have experience as the prime contractor in public works projects ordered by government agencies, with a single contract of 15 million yen or more in the same industry since April 1, Heisei 28.
Must have a comprehensive evaluation score of 800 points or more in Yamanashi City.
2. Matters concerning qualifications required for bid participation: In addition to those specified in the Yamanashi City Post-Review Conditional General Competitive Bidding Implementation Guidelines, the following conditions must all be met.
Construction Work: Registered Qualification Name List Category: Civil Engineering (General)
3. Date and Time/Location of Bidding and Opening of Bids: August 31, Reiwa 8 (Monday) 2:30 PM, Yamanashi City Hall West Building 5th Floor, Conference Room 503
Must have headquarters or main office in Yamanashi City.
Reception Deadline:
Reception Location:
Download Period:
Inquiry Submission Deadline:
Response Date:
City Hall 담당 Department:
Inquiry Method:
Specifically required documents:
4. Matters concerning application for bidding: Using the designated format, applications will be accepted via the following FAX. The reception deadline is set as follows, and the Yamanashi City Post-Review Conditional General Competitive Bidding Participation Application (Form No. 1) is requested.
From August 7, Reiwa 8 (Friday) to August 20, Reiwa 8 (Thursday) (between 9:00 AM and 5:00 PM, excluding closing days)
Yamanashi City Hall, Management and Finance Division, Contract Inspection Section (Acceptance by hand only)
5. Matters concerning business content explanation and loan (download) of design documents, etc.:
Inquiry and response period: Until August 24, Reiwa 8 (Monday) 5:00 PM
Response date: Until August 26, Reiwa 8 (Wednesday) 5:00 PM
Management and Finance Division, Contract Inspection Section
Management and Finance Division, Contract Inspection Section
〒405-8501 Yamanashi City, Kohara Nishi 843
TEL: 0553-22-1111 FAX: 0553-20-1399
6. Documents to be Submitted: In addition to the Yamanashi City Post-Review Conditional General Competitive Bidding Implementation Common Guidelines, the following are required:
(1) Yamanashi City Post-Review Conditional General Competitive Bidding Participation Confirmation Application (Form No. 2) to (7) Other documents specified in the notice.
None
7. Other
8. Inquiries
Reference Material
This "Reference Material" is for the purpose of assisting bidders in making appropriate and prompt estimates, and is not the design documents referred to in Article 1 of the contract. Therefore, the "Reference Material" does not create any binding force on the contract, and the contractor shall determine all means to complete the construction objective, such as temporary structures, construction methods, and safety measures, taking full consideration of construction conditions, geological conditions, etc., at the contractor's responsibility.
Furthermore, the validity period of this "Reference Material" shall be the bid date for this construction.
Project Name:
Construction Name: Social Capital Development Comprehensive Promotion Project Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Yamanashi City
River/Route Name: Municipal Road Tokoji Shimo-kannagawa Line
Construction Location: Yamanashi City, Tokoji area
Outline Name/Specification Unit Quantity Unit Price Amount Page 1
Work Cost Breakdown
Yamanashi City Hall
Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Total Work Cost
Item
1 Lot
Bridge Maintenance Work
Type
1 Lot
Carbon Fiber Reinforcement Work
Category
1 Lot
Carbon Fiber Reinforcement Work A1-P1
Subcategory
1 m2
Surface Preparation
No. 1 Specification Sheet Page 7 183 m2
Primer Application
No. 2 Specification Sheet Page 8 183 m2
Surface Irregularity Correction
No. 3 Specification Sheet Page 9 183 m2
Carbon Fiber Sheet Application Work
No. 4 Specification Sheet Page 10 180 m2
Carbon Fiber Sheet Application Work
No. 5 Specification Sheet Page 11 3 m2
Finishing Coat Work
No. 6 Specification Sheet Page 12 183
Carbon Fiber Reinforcement Work P1-P2
Subcategory
1 m2
Surface Preparation
No. 1 Specification Sheet Page 7 183 m2
Primer Application
No. 2 Specification Sheet Page 8 183 m2
Surface Irregularity Correction
No. 3 Specification Sheet Page 9 183 m2
Carbon Fiber Sheet Application Work
No. 4 Specification Sheet Page 10 180 m2
Carbon Fiber Sheet Application Work
No. 5 Specification Sheet Page 11 3 m2
Finishing Coat Work
No. 6 Specification Sheet Page 12 183
External Cable Reinforcement Work
Type
1 Lot
Anchorage Device
Category
1 Lot
Factory Fabrication Work
Bridge Fall Prevention Device
Subcategory
1 Lot
PC Anchorage Device Fabrication Work
Steel Bracket
No. 7 Specification Sheet Page 13 1 Lot
Anchorage Device Work A1-P1
Subcategory
1
Drilling Work
No. 8 Specification Sheet Page 14 48 m2
Blast Work
No. 9 Specification Sheet Page 15 30
Outline Name/Specification Unit Quantity Unit Price Amount Page 2
Work Cost Breakdown
Yamanashi City Hall
Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
m2
Pedestal Formwork Work
No. 10 Specification Sheet Page 16 3 m3
Non-Shrink Grout Work
No. 11 Specification Sheet Page 17 2 m2
Surface Irregularity Correction Work (Bracket Rear)
No. 12 Specification Sheet Page 18 9
Reinforcing Bar SD295 D10*D10
No. 13 Specification Sheet Page 19 16
Anchorage Device Installation Work
No. 14 Specification Sheet Page 20 8
PC Work (Ordinary Steel Bar Method)
PC Steel Bar Work
No. 15 Specification Sheet Page 21 48
PC Work (Ordinary Steel Bar Method)
PC Steel Bar Tensioning Work
No. 16 Specification Sheet Page 22 48
Anchorage Device Work P1-P2
Subcategory
1
Drilling Work
No. 8 Specification Sheet Page 14 48 m2
Blast Work
No. 9 Specification Sheet Page 15 30 m2
Pedestal Formwork Work
No. 10 Specification Sheet Page 16 3 m3
Non-Shrink Grout Work
No. 11 Specification Sheet Page 17 2 m2
Surface Irregularity Correction Work (Bracket Rear)
No. 12 Specification Sheet Page 18 9
Reinforcing Bar SD295 D10*D10
No. 13 Specification Sheet Page 19 16
Anchorage Device Installation Work
No. 14 Specification Sheet Page 20 8
PC Work (Ordinary Steel Bar Method)
PC Steel Bar Work
No. 15 Specification Sheet Page 21 48
PC Work (Ordinary Steel Bar Method)
PC Steel Bar Tensioning Work
No. 16 Specification Sheet Page 22 48
Deflection Device Work
Category
1 Lot
Factory Fabrication Work
Bridge Fall Prevention Device
Subcategory
1 Lot
Deflection Device Fabrication Work
Steel Bracket
No. 17 Specification Sheet Page 23 1 Lot
Deflection Device Work A1-P1
Subcategory
1 Unit
Deflection Device Installation Work (Steel)
No. 18 Specification Sheet Page 24 8
Deflection Fitting F130TS
No. 19 Specification Sheet Page 25 16
Outline Name/Specification Unit Quantity Unit Price Amount Page 3
Work Cost Breakdown
Yamanashi City Hall
Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Units
Slide Plate F130TS
No. 20 Specification Sheet Page 26 16
SUS Band F130TS
No. 21 Specification Sheet Page 27 32
Post-Installation Anchor Core Bolt, Hammer-in Type, Plated M12*120
No. 22 Specification Sheet Page 28 80
Post-Installation Anchor Core Bolt, Hammer-in Type, Plated M12*100
No. 23 Specification Sheet Page 29 128
Bearing Seat Widening Chipping Work
No. 24 Specification Sheet Page 30 4
Non-Shrink Grout Work
No. 25 Specification Sheet Page 31 1 L
Sealing Material
No. 26 Specification Sheet Page 32 16
Deflection Device Work P1-P2
Subcategory
1 Unit
Deflection Device Installation Work (Steel)
No. 18 Specification Sheet Page 24 8
Deflection Fitting F130TS
No. 19 Specification Sheet Page 25 16
Slide Plate F130TS
No. 20 Specification Sheet Page 26 16
SUS Band F130TS
No. 21 Specification Sheet Page 27 32
Post-Installation Anchor Core Bolt, Hammer-in Type, Plated M12*120
No. 22 Specification Sheet Page 28 80
Post-Installation Anchor Core Bolt, Hammer-in Type, Plated M12*100
No. 23 Specification Sheet Page 29 128
Bearing Seat Widening Chipping Work
No. 24 Specification Sheet Page 30 4
Non-Shrink Grout Work
No. 25 Specification Sheet Page 31 1 L
Sealing Material
No. 26 Specification Sheet Page 32 16
Anti-Sway Device Work
Category
1 Lot
Factory Fabrication Work
Anti-Sway Device
Subcategory
1 Lot
Anti-Sway Device Fabrication Work
Steel Bracket
No. 27 Specification Sheet Page 33 1 Lot
Anti-Sway Device Work A1-P1
Subcategory
1 Unit
Anti-Sway Device Installation Work (Steel)
No. 28 Specification Sheet Page 34 4
Post-Installation Anchor Bolt, Hammer-in Type, Plated M12*100
No. 29 Specification Sheet Page 35 32
Outline Name/Specification Unit Quantity Unit Price Amount Page 4
Work Cost Breakdown
Yamanashi City Hall
Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Units
U-Bolt M10-Inner R32 HDZ35
No. 30 Specification Sheet Page 36 16
Protective Rubber 60*3*150 Chloroprene
No. 31 Specification Sheet Page 37 16 L
Sealing Material
No. 32 Specification Sheet Page 38 7
Non-Shrink Grout Work
No. 33 Specification Sheet Page 39 1 Lot
Anti-Sway Device Work P1-P2
Subcategory
1 Unit
Anti-Sway Device Installation Work (Steel)
No. 28 Specification Sheet Page 34 4
Post-Installation Anchor Bolt, Hammer-in Type, Plated M12*100
No. 29 Specification Sheet Page 35 32
U-Bolt M10-Inner R32 HDZ35
No. 30 Specification Sheet Page 36 16
Protective Rubber 60*3*150 Chloroprene
No. 31 Specification Sheet Page 37 16 L
Sealing Material
No. 32 Specification Sheet Page 38 7
Non-Shrink Grout Work
No. 33 Specification Sheet Page 39 1 Lot
Reinforcement Cable Work
Category
1 Lot
Reinforcement Cable Work A1-P1
Subcategory
1 m
Reinforcement Cable Work
No. 34 Specification Sheet Page 40 218
Reinforcement Cable Tensioning Work
Both Sides, F20-F130TS
No. 35 Specification Sheet Page 41 8
Reinforcement Cable Material Cost
No. 36 Specification Sheet Page 42 1 Lot
Reinforcement Cable Work P1-P2
Subcategory
1 m
Reinforcement Cable Work
No. 34 Specification Sheet Page 40 218
Reinforcement Cable Tensioning Work
Both Sides, F20-F130TS
No. 37 Specification Sheet Page 43 8
Reinforcement Cable Material Cost
No. 36 Specification Sheet Page 42 1 Lot
Temporary Work
Category
1 Lot
Scaffolding Work
Subcategory
1 Lot
Repair Scaffolding Work
No. 38 Specification Sheet Page 44 1
Outline Name/Specification Unit Quantity Unit Price Amount Page 5
Work Cost Breakdown
Yamanashi City Hall
Shintoku Bridge Superstructure Load-Bearing Reinforcement (Part 1) Work (Direct Appropriation)
Lot
Traffic Management Work
Category
1 Lot
Traffic Guidance Guard
No. 39 Specification Sheet Page 45 1 Lot
Direct Construction Costs
1 Lot
Common Temporary Installation Costs
Total
1 Lot
Common Temporary Installation Costs
1 Lot
Technical Management Costs
No. 1 Breakdown Sheet Page 6 1 Lot
Common Temporary Installation Costs (Ratio Basis)
1 Lot
Net Construction Costs
1 Lot
Construction Costs
1 Lot
General Administrative Expenses, etc.
1 Lot
Contract Security Fee
1 Lot
General Administrative Expenses, etc. Total
1 Lot
Contract Price
1 Lot
Consumption Tax Equivalent
1 Lot
Contracted Construction Costs
1)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 6
Breakdown Sheet
Yamanashi City Hall
Technical Management Costs
No. 1 Breakdown Sheet
Lot
Construction Survey Costs
No. 41 Specification Sheet Page 47
1
Total)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 7
Specification Sheet
Yamanashi City Hall
Surface Preparation
No. 1 Specification Sheet
Per m2
m2
Surface Preparation, No Night Work, No Restrictions, No High Places, Standard
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 8
Specification Sheet
Yamanashi City Hall
Primer Application
No. 2 Specification Sheet
Per m2
m2
Primer Application, No Night Work, No Restrictions, No High Places, Standard 0.29kg
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 9
Specification Sheet
Yamanashi City Hall
Surface Irregularity Correction
No. 3 Specification Sheet
Per m2
m2
Surface Irregularity Correction, No Night Work, No Restrictions, No High Places, Standard 1.46kg
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 10
Specification Sheet
Yamanashi City Hall
Carbon Fiber Sheet Application Work
No. 4 Specification Sheet
Per m2
m2
Continuous Fiber Sheet Main Body Application, No Night Work, No Restrictions, Carbon Fiber Sheet, Unidirectional High Strength, Basis Weight 400g/m2, Tensile Strength 3400N/mm2, No High Places, Standard 1.0
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 11
Specification Sheet
Yamanashi City Hall
Carbon Fiber Sheet Application Work
No. 5 Specification Sheet
Per m2
m2
Continuous Fiber Sheet Main Body Application, No Night Work, No Restrictions, Carbon Fiber Sheet, Unidirectional High Strength, Basis Weight 400g/m2, Tensile Strength 3400N/mm2, No High Places, Standard 1.0
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 12
Specification Sheet
Yamanashi City Hall
Finishing Coat Work
No. 6 Specification Sheet
Per m2
m2
Finishing Coat (Intermediate Coat + Top Coat), No Night Work, No Restrictions, No High Places, Urethane Resin Type, Standard 0.2kg, Standard 0.16kg
Total: 1 per m2)
(Outline Name/Specification Unit Quantity Unit Price Amount Page 13
Specification Sheet
Yamanashi City Hall
PC Anchorage Device Fabrication Work, Steel Bracket
No. 7 Specification Sheet
Per Lot
Lot
Steel Bridge Gate, etc. Construction Costs (Common x Actual x - o)
Item
1 t
Steel Bracket
10 2
Total: 1 per Lot)