ADDENDUM NO. 1 FY 2012 Full Depth Reclamation Project CITY OF GAINESVILLE, GEORGIA Bids to be received until 2:00 p.m., local time, July 9, 2012 SPECIFICATIONS Delete Section 00 41 53 Bid Unit Price in its entirety and replace with the revised attached Section 00 41 53 Bid Unit Price. Delete Appendix entitled Typical Sections in its entirety and replace with the revised attached Typical Sections.
FY 2012 Full Depth Reclamation Project Q&A Board Question Deadline June 26, 2012 Question: In the Contract Documents Section 00 41 53-4 you state that all work must be complete within 90 Calendar Days after Notice to Proceed, but then in Section 00 52 33-1 you state that all work must be complete all work within 60 Calendar Days after the Notice to Proceed. Can you please clarify which of these durations is the correct one to base our bid on? Answer: 60 Days in accordance with Section 00 52 33. Question: I was hoping you could give me an estimate on the Square Yards of FDR on the project being bid on July 9 th? Answer: As per Section 00 41 53 of the Bid Documents there is estimated 6000 SY of Soil Cement stabilized base 12 inches thick and 4000 SY of Soil Cement stabilized base 6 inches thick. Question: Can the Prime Coat for the soil cement base be eliminated or changed to CS-1 or CSS to avoid tracking issues? Answer: No, prime coat is required and must be a grade specified in Section 412 of the GDOT Standard Specifications of Construction of Transportation Systems. The recommended prime coat to reduce tracking as per GDOT laboratory is MC-70. However it is the Contractors responsibility to determine the optimal grade allowed by GDOT Standard Specifications of Construction of Transportation Systems for the directed use. Question: Whose responsibility is the cleanup of tracking? Answer: It is the Contractor s responsibility to provide and place sufficient sand blotting material to prevent tracking. Therefore it is also the Contractor s responsibility to clean and repair any tracking of the prime coat which is required for the curing period.
SECTION 00 41 53-1 BID FORM FY 2012 FULL DEPTH RECLAMATION PROJECT CITY OF GAINESVILLE, GAINESVILLE, GEORGIA Date: TO: City of Gainesville Administrative Service Department 300 Henry Ward Way, Suite 103 P.O. Box 2496 Gainesville, Georgia 30503-2496 Having carefully examined the Bidding Documents entitled FY 2012 Full Depth Reclamation Project, and all its addenda as listed below, as well as the premises and conditions affecting the Work, the Undersigned hereby proposes to furnish all services, labor and materials, tools and equipment necessary to perform the Work in strict conformance with the terms, conditions, provisions, schedules, specifications and drawing as set forth in the Bidding Documents (please refer to Section 01270 Measurement and Payment for explanations of the items listed in the Bid Schedule), and to construct the project in accordance with the Georgia Department of Transportation Standard Specifications Construction of Transportation Systems, latest edition. The Project consists of the following major elements: Furnishing all products and performing all labor necessary for the Full Depth Reclamation and paving of approximately 0.67 miles of roadway, including all necessary traffic control, milling, base reconstruction, paving and other miscellaneous items necessary to complete the work. The Bidder proposes and agrees, if this bid is accepted, to contract with the City of Gainesville in the form of contract agreement specified, to furnish all necessary products, machinery, tools, apparatus, means of transportation, material and labor necessary to complete the construction of the work in full and complete accordance with the reasonably intended requirements of the contract documents and the Georgia Department of Transportation Standard Specifications Construction of Transportation Systems, latest edition, and to the full and entire satisfaction of the City of Gainesville for the following prices:
SECTION 00 41 53-2 ITEM 1 TRAFFIC CONTROL Section 34 41 00 a. Provide all Traffic Control $ /L.S. $ ITEM 2 Soil-Cement Section 32 11 33 a. Soil-Cement Stabilized Base Course 12 in 6000 SY $ /SY $ b. Soil-Cement Stabilized Base Course 8 in 4000 SY $ /SY $ c. Portland Cement 260 TONS $ /TN $ ITEM 3 PAVING Section 32 12 16 a. 402-3103 Recycled Asph Conc 9.5 MM Superpave, Type II, GP 2 only, Incl Bitum Matl & H Lime 900 TONS $ /TN $ b. 402 Recycled Asph Conc 19 MM Incl Bitum Matl & H Lime 1100 TONS c. 402-1812 Recycled Asph Conc Leveling, Incl Bitum Matl & H Lime 250 TONS $ /TN $ $ /TN $ ITEM 2 MILLING Section 02 41 13 a. Mill 2 in. depth 4000 Square Yards $ /SY. $ ITEM 3 TACK COAT Section 32 12 13 a. 413 Tack Coat 750 Gallons $ /GAL $ ITEM 4 THERMOPLASTIC PAVEMENT MARKINGS Section 32 17 23.33 a. 652-5452 Solid Traffic Stripe 5 inch Yellow 5000 LF $ /L.F. $ _
SECTION 00 41 53-3 b. 652-5701 Solid Traffic Stripe 24 inch White 20 LF $ /L.F. $ _ c. 653-1501 Thermoplastic Solid Traffic Stripe 5 inch White 5000 LF $ /L.F. $ _ d. 653-1502 Thermoplastic Solid Traffic Stripe 5 inch Yellow 5000 LF $ /L.F. $ _ e. 653-1704 Thermoplastic Solid Traffic Stripe 24 inch White 20 LF $ /L.F. $ _ ITEM 5 - CASH ALLOWANCES a. DENSITY TESTING $ 5,000.00 BID TOTAL, ITEMS 1 THROUGH 5, INCLUSIVE, THE AMOUNT OF DOLLARS ($ )
SECTION 00 41 53-4 The Bidder declares that he understands that the quantities shown for unit price items are subject to either increase or decrease, and that should the quantities of any of the items of work be increased, the Bidder proposes to do the additional work at the unit prices stated herein; and should the quantities be decreased, the Bidder also understands that payment will be made on the basis of actual quantities at the unit price bid and will make no claim for anticipated profits for any decrease in quantities; and that actual quantities will be determined upon completion of work, at which time adjustment will be made to the Contract Amount by direct increase or decrease. In case of discrepancies between the figures shown in the unit prices and the totals, the unit prices shall apply and the totals shall be corrected by the "Owner" to agree with the unit prices. In case of discrepancies between written amounts and figures, written amount shall take precedence over figures and the sum of all Bid extensions (of unit prices) plus lump sum items shall take precedence over BID TOTAL. The Undersigned agrees, if awarded the contract, to commence the work within ten (10) calendar days of receipt of Notice to Proceed and complete the work within 60 days of receipt of said Notice to Proceed, as per the General Conditions. Attached hereto is Bid Security in the form of a ( ) Bid Bond, ( ) Certified Check, or ( ) Bank Cashier s Check, in accordance with the Instruction to Bidders in the amount of not less than five percent (5%) of the Base Bid. The Undersigned agrees that, in case of failure on his part to execute the Contract and provide the required Contract Bonds within ten (10) days after being given the same by the Owner for execution, the Bid Bond accompanying this bid is callable; otherwise said Bid Bond shall be returned to the Undersigned upon completion of such obligations. CONTINUED ON NEXT PAGE
SECTION 00 41 53-5 The Bidder operates as: Individual Partnership Corporation in the State of Receipt of Addenda: Bidder Acknowledges receipt of Addendum No. 1 dated. Bidder Acknowledges receipt of Addendum No. 2 dated. Bidder Acknowledges receipt of Addendum No. 3 dated. Respectfully Submitted, BY: (Signature, by Officer of corporation) (SEAL) Name of Bidder (Type or print) Title: Phone: Company: Fax: Address: Witness: Date: (Officer of Corporation) END OF SECTION