ALL BIDDERS BID TIME AND DATE: ITEM NO. 1 – SECTION … ADDENDUM NO 1.pdfThe Bid Schedule, pages...

ADDENDUM NO. 1

TO: ALL BIDDERS

PROJECT: ITB PW 37-19 – FOY SHAW PARKWAY

BID TIME AND DATE: 3:00 PM LOCAL TIME, September 04, 2019 (NO CHANGE)

August 22, 2019

The following items are hereby incorporated into the project manual, procurement documents, contract documents, plans and specifications:

ITEM NO. 1 – SECTION 00100 INSTRUCTIONS TO BIDDERS

Revised Article 9.01 of Document 00100 to read:

9.01 The number of days within which, or the dates by which, the Work is to be (a) Substantially Completed, and (b) also completed and ready for final payment, are set forth in Article 3 of the Agreement.

ITEM NO. 2 – SECTION 00100 INSTRUCTIONS TO BIDDERS


10.01 Provisions for liquidated damages, if any, are set forth in Article 3 of the Agreement.

ITEM NO. 3 – SECTION 00410 BID FORM WITH ATTACHMENTS


6.01 BIDDER agrees that the Work will be substantially complete within 270 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 330 calendar days after the date when the Contract Times commence to run.

ITEM NO. 4 – SECTION 00410 BID FORM WITH ATTACHMENTS

The Bid Schedule, pages 00410-3 through 00410-5 has been revised: Changes to Item Nos. 3, 5, 7 and 16. Replace Pages 00410-3 through 00410-5 with the revised sheets 000410-3 through 00410-5 (transmitted herewith and labeled as Addendum No. 1 in the heading).

ITEM NO. 5 – PROJECT DRAWINGS

The following project drawings are revised: Sheet Number 1, Sheet Number 2, Sheet Number 4, Sheet Number 154 and Sheet Number 155. Copies of the revised drawings are attached and labeled as Addendum No. 1 in bottom left corner.

ITEM NO. 6 – QUESTIONS RECEIVED PRIOR TO THE PRE-BID MEETING

Question 1 – In reference to the geo report. What will be the required depth for the stripping of the existing topsoils after clear and grub operations?

Answer: Clearing and Grubbing depths should meet the requirements of FDOT Specification Section 110-2.2

Question 2 – Sheet No. 155: What is the traffic control plan for Skyline Dr and John Givens Rd

Answer: The intent is to utilize a Detour along Fairchild Road and Airport Road during the construction of the Skyline Drive and John Givens Road intersection. This detail will be added to sheet 155.

Question 3 – Where is the sheet for "Special Detour 1"

Answer: The “Special Detour 1” pay item should have not been included in the plans and will be removed.

Question 4 – Sheet No. 18: For clarification: Is the widening detail on Sheet 18 to be used at the Inter. of Cavalier and Register Ln?

Answer: The widening pavement design shown on sheet 18 will apply to the intersection of Cavalier and Register Lane

Question 5 – Sheet 47 & 52: What will the wall thickness be required for the steel casing?

Answer: The wall thickness needs to meet the requirement of FDOT Specification Section 556-2.1, Bullet 3: “All steel pipe may be bare inside and out, with the manufacturer’s recommended minimum nominal wall thicknesses to meet the greater of either installation, loading or carrier requirements.”

Question 6 – Sheet 47 & 52: Will an exterior and interior coating be required for the steel casing?

Answer: Per FDOT Specification Section 556-2.1, Bullet 3 all steel pipe may be bare inside and out

Question 7 – Sheet 47 & 52: How much clearance will be required between the OD of the carrier pipe and ID of the steel casing?

Answer: Per FDOT Specification Section 556-2.1, Bullet 1: “The size of the steel casing must be at least 6 inches larger than the largest outside diameter of the carrier. Casing size must accommodate pressure pipe or carrier pipe joint restraints.” The plans show 12 inches for flexibility in construction.

Question 8 – Sheet 47 & 52: Will HDPE be allowed for the carrier pipe as an alternative for the specified pipe?

Answer: HDPE pipe can be used as the carrier pipe as long as it meets the requirements of FDOT Specification Section 556-2 requiring smooth interior and exterior walls:“…only use encasement pipe or uncased carrier pipe material that is new and has smooth interior and exterior walls.”

Question 9 – Sheet 47 & 52: Will the flowable fill be required to encompass all of the anular space of the carrier pipe or just over the top and sides allowing the carrier pipe to rest in the bottom of the steel casing?

Answer: Just the top and sides to allow the pipe to rest in the bottom of the steel casing.

ITEM NO. 7 – QUESTIONS RECEIVED AT PRE-BID MEETING AND LATER

The following questions were posed during the Pre-Bid meeting or later:

Question 1 – Jack and Bore:

Answer: The plans call for both a 54” and 72” jack and bore. It should be noted that these pipes will not actually be jacked and bored. The geotechnical engineer anticipates several inches of “short-term” settlement at these two culvert locations. In order to mitigate adverse impacts from the anticipated settlement, the contractor is to install these casings prior to constructing the embankment. The contractor will then follow-up by installing the carrier pipe, grout and proposed headwalls.

Question 2 – Lane Closures:

Answer: Per the FDOT Driveway connection permit and Note 14 on sheet 153 of the plans, all lane closures, detours and lane shifts of any lanes along the state highway system must be reviewed by and approved by FDOT before

commencement of work. The request must be in writing and received 2 weeks prior to the lane closure. It should be noted that the plans utilize lane shifts for the construction of both the eastbound left turn lane and westbound right turn lane along US 90. It should be noted that there are no lane closure restriction per FDOT’s methodology for lane closure analysis.

Question 3 – Auburn Water Relocation:

Answer: Prior to construction, Auburn Water will remove as much of their existing water lines as possible. In order to complete Auburn Water’s relocations, they will need the contractor to cut back the existing ground to the proposed grades at the intersection of Cavalier and US 90. Prior to the contractor doing sub-grade and base work, Auburn Water will excavate down to their existing water line tie-in and complete relocation of their water line crossing at Cavalier/Foy Shaw. Auburn Water will need 2 weeks, excluding holidays, to complete this work.

Question 4 – Sheet Piling

Answer: Sheet piling is to be placed prior to any earthwork operations and shall remain in place until permanent erosion control measures (sod and erosion mats) are in place and established.

END OF QUESTIONS

RECEIPT OF THIS ADDENDUM SHALL BE ACKNOWLEDGED BY WRITING THIS ADDENDUM NUMBER AND DATE IN THE SPACE PROVIDED ON DOCUMENT 00410-8, ‘ADDENDUM ACKNOWLEDGEMENT - ATTACHMENT A.’

/s/ Roy Petrey Roy Petrey, P.E. Project Manager

Foy Shaw Parkway ADDENDUM NO. 1 June 19, 2019

BID TABULATION FOR FOY SHAW PARKWAY - FPN 425617-2-94-01 Item No.

Pay Item No. Description UNIT

ESTIMATED QUANTITY

BID UNIT PRICE BID PRICE

1 0101-1 MOBILIZATION LS 1 $ $

2 0102-1 MAINTENANCE OF TRAFFIC LS 1 $ $

3 0102-3 COMMERIAL MATERIAL FOR DRIVEWAY MAINTENANCE CY 27 $ $

4 0102-60 WORK ZONE SIGNS ED 11070 $ $

5 0102-74-1 CHANNELIZING DEVICES - DRUMS ED 4050 $ $

6 0102-74-2 CHANNELIZING DEVICES - TYPE III ED 3240 $ $

7 0102-99 PORTABLE CHANGEBLE MESSAGE SIGN ED 1080 $ $

8 0102-911-2

REMOVABLE TAPE PAVEMENT MARKING -WHITE/BLACK LF 620 $ $

9 0102-912-2

REMOVABLE TAPE PAVEMENT MARKING -YELLOW LF 460 $ $

10 0104-1 ARTIFICIAL COVERINGS/ROLLED EROSION CONTROL SY 58356 $ $

11 0104-10-3 SEDIMENT BARRIER LF 12178 $ $

12 0104-12 STAKED TURBIDITY BARRIER LF 3159 $ $

13 0104-15 SOIL TRACKING PREVENTION DEVICE EA 4 $ $

14 0104-18 INLET PROTECTION DEVICE EA 25 $ $

15 0110-1-1 CLEARING AND GRUBBING LS/AC 1/17.59 $ $

16 0110-4-10 REMOVAL OF EXISTING CONCRETE SY 386 $ $

17 0120-1 REGULAR EXCAVATION CY 49296 $ $

18 0120-4 SUBSOIL EXCAVATION CY 4450 $ $

19 0120-6 EMBANKMENT CY 136151 $ $

20 0160-4 TYPE B STABILIZATION SY 20268 $ $

21 162-1-11 PREPARED SOIL LAYER, FINISH SOIL, 6" SY 58356 $ $

22 285701 OPTIONAL BASE GROUP 01 SY 4366 $ $

23 285706 OPTIONAL BASE GROUP 06 SY 15064 $ $

Path To Project Manual PDF

Bid Form with Attachments Page 00410-3


BID TABULATION FOR FOY SHAW PARKWAY - FPN 425617-2-94-01 (Continued) Item No.

Pay Item No. Description UNIT ESTIMATED

QUANTITY BID UNIT

PRICE BID PRICE

24 0334-1-12 SUPERPAVE ASPHALT - TRAFFIC B TN 1996.2 $ $

25 0337-7-80 FRICTION COURSE TRAFFIC B FC-9.5 TN 988.5 $ $

26 0400-1-2 CONCRETE CLASS I - END WALL CY 20.9 $ $

27 0400-2-2 CONCRETE CLASS II - END WALL CY 27.4 $ $

28 0415-1-6 REINFORCING STEEL - ROADWAY LB 1648 $ $

29 0425-1351 INLETS, CURB TYPE P5 EA 12 $ $

30 0425-1361 INLETS, CURB TYPE P6 EA 1 $ $

31 0425-1521 INLETS, DBI TYPE C EA 2 $ $

32 0425-1541 INLETS, DBI TYPE D EA 1 $ $

33 0425-1551 INLETS, DBI TYPE E EA 1 $ $

34 0425-1701 INLETS, GUTTER TYPE S EA 3 $ $

35 430-175-118 PIPE CULVERT, 18" LF 2732 $ $

36 430-175-124 PIPE CULVERT, 24" LF 906 $ $

37 430-185-154 PIPE CULVERT, OPT MATL, JACK AND BORE, 54" LF 246 $ $

38 430-185-172 PIPE CULVERT, OPT MATL, JACK AND BORE, 72" LF 328 $ $

39 0430-830 PIPE FILLING & PLUGGING CY 164 $ $

40 430-982-125 MITERED END SECTION, 18" EA 2 $ $

41 430-982-129 MITERED END SECTION, 24" EA 1 $ $

42 455-133-2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 8917 $ $

43 0520-1-10 CURB AND GUTTER, TYPE F LF 3746 $ $

44 0520-2-5 CURB, SPECIAL (RIBBON CURB) LF 240 $ $

45 0520-6 SHOULDER GUTTER LF 1010 $ $

46 0522-2 6" CONCRETE - DRIVEWAY SY 218 $ $




BID TABULATION FOR FOY SHAW PARKWAY - FPN 425617-2-94-01 (Continued) Item No.

Pay Item No. Description UNIT ESTIMATED

QUANTITY BID UNIT

PRICE BID PRICE

47 0524-1-2 CONC. DITCH PAVEMENT, NON REINFORCED, 4" SY 1825 $ $

48 0530-3-4 RIPRAP - DITCH LINING TN 118.6 $ $

49 0550-10-232 TYPE B FENCING LF 3579 $ $

50 0550-60-213 TYPE B FENCING GATE EA 2 $ $

51 0570-1-1 PERFORMANCE TURF SY 39264 $ $

52 0570-1-2 PERFORMANCE TURF, SOD SY 19092 $ $

53 0571-1-13 PLASTIC EROSION MAT, TYPE 3 SY 15359 $ $

54 0700-1-11 SINGLE POST SIGN (UP TO 12 SF) EA 5 $ $

55 0700-1-60 SINGLE POST SIGN (REMOVAL) EA 2 $ $

56 0705-10-1 OBJECT MARKER, TYPE I EA 3 $ $

57 0706-3 REFLECTIVE PAVEMENT MARKERS EA 352 $ $

58 0710-90 PAINTED PAVEMENT MARKINGS - FINAL SURFACE LS 1 $ $

59 0711-11-125 24" WHITE THERMO PLASTIC STRIPING LF 86 $ $

60 0711-11-141 6" WHITE THERMO 2-4 SKIP GM 0.061 $ $

61 0711-11-170 THERMO STANDARD WHITE ARROW EA 12 $ $

62 0711-14-160 THERMO STANDARD WHITE MESSAGE EA 2 $ $

63 0711-14-170

THERMO PREFORMED ARROW (BIKE THROUGH ARROW) EA 2 $ $

64 0711-16-101 6" WHITE THERMO PLASTIC STRIPING GM 1.973 $ $

65 0711-16-201 6" YELLOW THERMO PLASTIC STRIPING GM 2.000 $ $

SUM OF ITEMS 1 - 65 = TOTAL BID AMOUNT $



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Add

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o. 1

ALL BIDDERS BID TIME AND DATE: ITEM NO. 1 – SECTION … ADDENDUM NO 1.pdfThe Bid Schedule, pages...

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