ADDENDUM #1 AUGUST 25, 2016 INTERSECTION IMPROVEMENTS AT SR 434 AND TUSCORA DRIVE Bid # ITB-06/16/BF TO: ALL PLAN HOLDERS This Addendum No. 1 to the Contract Documents for City of Winter Springs project "Intersection Improvements at SR 434 and Tuscora Drive" is hereby declared a part of the original Contract Documents dated July 2016, and in the case of conflict, the following Addendum No. 1 shall govern. Bidders shall acknowledge receipt of this Addendum on the Bid Form. Project Manual: 1. Section 00020 Advertisement for Bids / Invitation to Bid: The first sentence is hereby changed to be as follows: Sealed Bids must be received by August 31, 2016 at 2:00 P.M. at the City of Winter Springs, 1126 East S.R. 434, Winter Springs, FL 32708 2. Section 00300 - Bid Form: Delete Section 00300 (4 pages) and replace with Section 00300 (4 pages) attached hereto and annotated as ADDENDUM #1 The changes to Section 00300 are summarized as follows: a. Added Pay Item #337-7-33 for Asphaltic Concrete Friction Course FC-12.5 b. Expanded Pay Item Note #0000-2 for the force main system to clarify the following: 1. The existing steel casing is 130 LF 2. New force main to be installed the full length of the existing casing 3. Casing spacers are required END ADDENDUM 1 ADDENDUM #1
1. GENERAL 1.1 Description ADDENDUM #1 SECTION 00300 BID FORM The following Bid is hereby made to the City of Winter Springs, hereafter called the OWNER. Bid is submitted by: Legal Name (indicate whether Sole Proprietorship, Partnership, or Corporation): Address: Contact Name: Contact Phone Number: Contact E-Mail Address: 1.2 The Undersigned: 1.2.1 Acknowledges receipt of: 1.2.1.1 Project Manual for Intersection Improvements at SR 434 and Tuscora Drive dated July 2016. 1.2.1.2 Intersection Improvements at SR 434 and Tuscora Drive Drawings 1.2.1.3 Addenda: Number:, Dated: Number:, Dated: 1.2.2 Has examined the site and all Bidding documents and understands that in submitting his Bid, he waives all right to plead any misunderstanding regarding the same. 1.2.3 Agrees: 1.2.3.1 To hold this Bid open for 60 calendar days after the bid opening date. 10
1.2.3.2 To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security. 1.2.3.3 To enter into and execute a contract with the OWNER, if awarded on the basis of this Bid. 1.2.3.4 To accomplish the work in accordance with the contract documents. 1.2.3.5 To complete all work within 100 calendar days of the date of the Notice to Proceed (Final Completion) 1.3 Stipulated Amount 1.3.1 Base Bid I will provide the services under this project for a Total Base Bid Amount of : Dollars ($ ) The Bidder hereby agrees to perform all work as required by the Contract Documents for the following Unit Prices. All work required to be performed by the Contract Documents is to be included within the following Pay Items, inclusive of furnishing all manpower, equipment, materials and performance of all operations relative to construction of the project. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed. The OWNER, at his sole option and discretion, may choose to add or deduct from the contract work at the unit prices set forth below. The Bidder shall be paid for actual quantities completed in accordance with the Contract Documents. The following is the order of precedence which will be used in case of conflicts within the Bid Schedule provided by each Bidder: Unit Price, Total Price, Total Base Bid (See attached Bid Form). 1.4 Bid Schedule 1.4.1 Proposals (Bids) must be submitted in triplicate on the Bid Form. 1.4.2 I have attached the required Bid Security to this Bid. 1.4.3 I have attached a list of all SUBCONTRACTORs I will utilize for the Contract work. 1.5 Submittal RESPECTFULLY SUBMITTED, signed and sealed this day of, 2016 Bidder By: Title: ATTEST: SECRETARY SEAL 11
BID FORM - ADDENDUM #1 PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 101-1 MOBILIZATION (shall not exceed 5% of total bid amount) LS 1 102-1 MAINTENANCE OF TRAFFIC LS 1 104-14 SEDIMENTATION AND EROSION CONTROL LS 1 110-1-1 DEMOLITION, CLEARING, AND GRUBBING LS 1 120-9 EARTHWORK LS 1 160-4 12" TYPE B STABILIZATION (LBR 40) SY 653 285-709 OPTIONAL BASE, BASE GROUP 9, TYPE B-12.5 SY 546 327-70-6 MILLING EXISTING ASPHALT PAVEMENT (1.5" AVG DEPTH) SY 131 334-1-13 SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) TN 105.1 337-7-33 ASPHALTIC CONCRETE FRICTION COURSE FC-12.5 (1.5" THICK) TN 55.9 425-1-352 INLETS, CURB TYPE P5 (< 10') EA 1 425-1-541 INLET (DBI) (TYPE D) (<10') EA 2 425-1-910 CLOSED FLUME INLET TYPE 1 (W/SIDEWALK) EA 1 425-2-41 MANHOLES, P-7 (<10') EA 1 425-2-43 MANHOLES, PARTIAL P-7 EA 1 400-1-15 CONCRETE, CLASS 1 (MISC) CY 2.0 430-171-101 PIPE CULVERT (ROUND) (0-24" SS) LF 119 430-171-201 PIPE CULVERT (ELLIPTICAL) (0-24" SS) LF 46 520-1-10 CONCRETE CURB AND GUTTER - TYPE F LF 407 520-2-1 CONCRETE CURB - TYPE A LF 18 522-1 CONCRETE SIDEWALKS, 4" THICK SY 275 570-1-2 PERFORMANCE TURF, SOD (MATCH EXISTING INC. WATER & FERTILIZER) SY 62
BID FORM - ADDENDUM #1 PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 710-11-121 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" LF 532 710-11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 131 710-11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 24 710-11-151 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, DOTTED/GUIDELINE, 6" LF 168 710-11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, ARROWS EA 3 0000-1 12" WATER MAIN SYSTEM LS 1 0000-2 8" SANITARY SEWER SYSTEM LS 1 0000-3 ALL OTHER WORK LS 1 Pay Item Notes: TOTAL BASE BID (SUM OF ALL ITEMS): General 101-1 110-1-1 120-9 See Drawing Sheet 2 for additional pay item notes. The lump sum price for mobilization shall not be more than 5% of the Total Bid Amount. Pay item includes trimming of existing trees and landscaping along the project work area to the minimum extent necessary to complete the construction of the new sidewalk. Tree branches cannot extend over the edge of sidewalk. The lump sum item for earthwork includes all cut, fill, import, export, haul off, and disposal of excess or unsuitable soils. 425-1-541 0000-1 Work for Structure S-104 includes tieing in the existing 6-inch underdrain located in the immdiate area (not shown on plans). Invert elevation to be field determined by contrator. Pay item includes the complete installation, pressure testing, and bacteriological testing of the 12" water main and all appurtenances as shown on the plans, including the tapping sleeve and valve, gate valve, blowoff assembly, reducer, fittings, and all other work necessary for a complete installation. 0000-2 0000-3 Pay item includes the complete installation and pressure testing of the 8" force main and all appurtenances as shown on the plans, including 8" PVC force main, 8" HDPE force main within the existing sleeve, plug valve, cap, blowoff, tee, fittings, connections to the existing system, and all other work necessary for a complete installation. NOTE: The actual length of the existing 12-inch steel casing pipe is 130 LF. Force Main shall extend the full length of the existing casing. Casing spacers are required per the City's Water and Sewer Specifications (See Appendix A, page 43 for approved casing spacer products). The total base bid provided by the contractor shall reflect the total cost for the contractor to complete the project in its entirety. If the contractor determines that the cost for any items required by the drawings are not included in any pay item, the contractor shall include the cost for these items in Pay Item #0000-3. Payment will be subject to the City's review of a detailed breakdown of any items proposed to be paid under this line item.