274-2026-CM-P-01 Addendum 1.pdf

ADDENDUM NUMBER ONE

January 28, 2026

CITY BID NUMBER: 274-2026-CM-P-01

Project: BL-0027 – Crabtree Creek Greenway – Lassiter Mill

Owner: City of Raleigh, North Carolina, Engineering Services Department, Raleigh Municipal Building 222 W.

Hargett St. Raleigh, NC 27601.

Contact: Lexi Yates, lexi.yates@raleighnc.gov

Engineer: McAdams Co.

NOTICE TO BIDDERS

Bidder is hereby notified that this Addendum shall become a part of the Contract Documents and shall be attached to the Project Manual for the Project.

The following items are intended to revise and clarify the Drawings and the Project Manual.

Link to download files with this addendum - 2026-01-26 Addenda 001

The bidder shall ensure that his Sub-Bidders are in full receipt of the information contained herein.

ADDENDA ITEMS:

PROJECT MANUAL (1) ITEMS

DRAWINGS (4) ITEMS

MISCELLANEOUS (4) ITEMS

RFI’s (3) ITEMS

End of Title Page

ADDENDUM #001 - BL-0027

PROJECT MANUAL

1. FORM 02 – BID FORM (Updated - Items 104 thru 107 added)

DRAWINGS

1. Sheet 1 – DS Cover Sheet (Updated)

2. Sheet 2A-1 - Typical Sections (Updated)

3. Sheet 2A-2 - Typical Sections (Updated)

4. Sheet 2A-3 - Typical Sections (New Sheet)

MISCELLANEOUS

1. Attached is the current plan holder list provided by the City of Raleigh on 1/26/2026

2. Attached is the sign-in sheet from the pre-bid meeting on 1/22/2026

3. Attached is the Pre-Bid meeting minutes from 1/22/2026

4. Additional information for ICT#3 for the area of construction to the East of Lassiter Mill Road:

Under the 6(f) provision related to the Land and Water Conservation Fund (LWCF) Act, there is an allowable six-month period for temporary noncompliance, typically for construction activities. After this period, the property could undergo a permanent conversion from a 6(f) status.

Permanent conversion has significant implications. The City would need to acquire a replacement property at current market rates, including appraisal and transaction fees. The new property must be equivalent to the one permanently converted. Additionally, the City might have to navigate a legal process with the National Parks Service (NPS), potentially risking future funding from NPS or other federal sources.

To avoid this worst-case scenario, the City decided to impose substantial liquidated damages (LDs). This ensures contractors complete their work within the allotted time, protecting the City from the financial burden of replacing the 17-acre parcel and risking federal funding for other projects.

The required work includes clearing, paving, and constructing two culvert crossings, which should be feasible within 90 days, even considering weather conditions. We have allowed 160 days before LDs apply, with an additional 20 days before the property would convert permanently, which would result in $100,000 in LDs. The contractor has the discretion of when to start this section of the project but will be required to completely finish this section within the time allowed by the ICT. It is our understanding that installing tree protection and silt fence do not count towards the start of the ICT but clearing and grubbing would as well as earthwork and demolition of existing asphalt.

RFIs

Q1. There is no typical for L-1 or L-2 where new curb and gutter and sidewalk is to be placed along

Hertford Street and should there be any B25.0c under the curb and a 2ft cut out in front of the new curb Response: A new sheet with typical section #10 has been added to provide clarity between typical section #4 and the requirement for new curb and gutter required along Hertford Street. Saw cutting and base will be required and has been added to the project. See new sheet 2A-3 and updated bid form.

Q2. Typical #4 does not show B25.0c under the new curb either, can you clarify this is correct Response: This is correct. The intent is that the existing curb and gutter will remain in place and the trail will be constructed behind it.

Q3. Are we using any city of Raleigh specs for this project or are all the specs NCDOT 2024 Response: The project will be using the 2024 NCDOT standard specification for Roadways as the basis for the project. There are supplemental special provisions within the project manual that supersede the standard specs as needed.

Additional questions have been submitted and McAdams is working on producing responses and will issue another addendum.

Name of Company

Name of Person Requesting

Email Address of Person Requesting

Phone Number of Person Requesting

Address of Company

Are you interested in this project as a:

Browe Construction Company Sam Gore sam.gore@browecon.com 919.422.9512 451 Oak Tree Drive, Selma NC 27576 Prime Bidder McAdams Graham Bruns bruns@mcadamsco.com 919.526.0612 Informational only JENNS, LLC Joe DeCarlo jdecarlo@jennsllc.com 910.620.4862 PO Box 896 Wrightsville Beach, NC 28480 Sub-Contractor Hammond Construction Correy Hammond Correy@hammondconc.com 919.880.0067 6365 Nc Hwy 39, Selma Prime Bidder Smith Excavating, LLC Josh Pfaff jpfaff@smexllc.com 336.909.4813 162 Production Lane, Mocksville, NC 27028 Prime Bidder PGA Construction, Inc. Tim Reeser pgaconstruction1@gmail.com 919.610.1260 9 Crosswinds Estates Dr. Pittsboro, NC 27312 Prime Bidder Daniel's Inc. Deana Burttram deana.danielsinc@gmail.com Sub-Contractor Beluca LLC Jorge Gambini JorgeG@BelucaLLC.com 336.601.8284 4214 W Wendover Avenue Greensboro NC Prime Bidder H & H Enterprises of Knightdale LLC Henry Hardy Hhenterprisesofknightdale@gmail.com 919.422.9390 547 Keisler Drive Ste 101 Cary, NC 27518 Informational only North State Environmental Brian Fernandez b.fernandez@nsenv.com 305.798.7538 2889 Lowry Street Winston Salem, NC 27101 Prime Bidder Lanier Construction Garrius Jones Garrius@lanierconstruction.com 252.747.8124 1505 Browntown Rd. Snow Hill NC 28580 Prime Bidder Ceres Environmental John Bumgarner john.bumgarner@ceresenv.com 941.914.4333 6371 Business Blvd Suite 100 Sarasota, FL 34240 Prime Bidder HGS, LLC T/A RES Environmental Operating Company, LLC James Poe jpoe@res.us 336.500.1316 3600 Glenwood Avenue, Suite 100; Raleigh, NC 27612 Prime Bidder Hollins Construction Services, Inc Tony Hollins tony.hcsinc@gmail.com 919.761.3937 3650 Rogers Road Suite 320 Wake Forest NC 27587 Prime Bidder Shamrock Construction & Remediation, LLC Brooke Ward-Hughes bward@shamrockconstruct.com 336.444.2662 503 Patton Avenue, Greensboro, NC 27406 Prime Bidder Bar Construction Austin Riccio ariccio@barconstruction.com 336.274.2477 Prime Bidder CMC Building, Inc Parin Bodiwala parin@cmcbuildinginc.com Prime Bidder EnviroScience Inc Trevor Chambers Tchambers@enviroscienceinc.com 330.780.6266 5070 stow road stow ohio 44224 Prime Bidder The Osborne Company of North Carolina DBA Backwater Environmental

Robert Osborne osborne@backwater.biz

336.707.1965

PO Box 1107 Eden NC 278289

Prime Bidder

ConstructConnect Dan Fiao-ag dan.fiao-ag@constructconnect.com 513.458.5893 3825 Edwards Rd. Suite 800, Cincinnati, OH. 45209 Informational only Troy Hutchins Construction LLC Troy Hutchins troy@troyhutchinsconstruction.com

KBS Earthworks, Inc. Chris Sizemore chris@kbsearthworks.com 336.380.0993 5616 Coble Church Road, Julian, NC 27283 Prime Bidder O&A Enterprise L.L.C. Tyler Ojeda oaenterprise7@gmail.com 980.251.3008 907 Oates Road, Bessemer City NC Sub-Contractor CROWDER CONSTRUCTION COMPANY EMILY GULLEDGE egulledge@crowderusa.com 704.348.1380 6409 BROOKSHIRE BLVD CHARLOTTE NC 28216 Prime Bidder FSC II, LLC Carl Collie ccollie@fredsmithcompany.net 919.901.8225 701 Corporate Center Drive, Suite 195, Raleigh, NC 27607 Prime Bidder Fiberwalk Inc Brian O Sullivan bosullivan@fiberwalk.com 519.216.9702 69 Main Street North, Grand Valley, Ontario Canada Supplier Clancy & Theys Construction Company Soere Teme soereteme@clancytheys.com 919.801.9400 421 N. Harrington Street Suite 201, Raleigh NC 27603 Prime Bidder Clancy & Theys Construction Company Jessica Bates Jessicabates@clancytheys.com 336.592.5291 421 N. Harrington St., Suite 200, Raleigh NC Prime Bidder Oak City Architecture Jennifer Heron Brock jennifer@oakcityarchitecture.com 919.277.8432 4736 Radcliff Rd, Raleigh 27609 Informational only Logan Marine Mary Skinner may@loganmarine.com 910.200.3166 406 Biscayne Dr Wilmington, NC 28411 Prime Bidder Morgan Trucking & General Construction Inc. Landis Morgan morgantrucking10@gmail.com 910.386.9407 P.O. Box 91 Shallotte NC 28459 Prime Bidder State contracting Will clark will@statecontracting.net 919.610.2474 2815-C Superior Dr, Wake Forest, NC Sub-Contractor SA Hauling & Utilities LLC Dilbagh S Rathie billy@creativeconcretenc.com 919.931.5514 608 White Oak Pond Road, Apex NC 27523 Prime Bidder Barnhill Contracting Company David Chopik Dchopik@barnhillcontracting.com 984.245.4547 PO Box 7948, Rocky Mount, NC 27804 Prime Bidder

Wake Tech University

Nelvin Alexander Rodriguez Paz nelvin.a.rodriguez@gmail.com

919.423.8064

7820 Values Dr, Raleigh, NC 27616

Informational only

Tailwind Contracting LLC Alexander Knott alex@tailwindcontracting.com 5310 NC-55 Ste 101 Durham NC 27713 Prime Bidder Eclipse Companies, LLC Carly Thornton carly@eclipsecollc.com 440.543.3493 11554 E. Washington St. Chagrin Falls, OH 44023 Prime Bidder Engineered Construction Company Scott Dawson, Sr. sdawsonsr@engrconst.com 919.954.9090 900 Paverstone Drive, Raleigh, NC 27615 Prime Bidder Meredith Piling & Shoring, Inc. Tom Admay tomadmay@gmail.com Sub-Contractor Backwater Bidder Osborne@backwater.biz 336.707.1965 P.O. Box 1107 Eden bc 27289 Prime Bidder Daniel's Inc. Deana Burttram deana.danielsinc@gmail.com (984) 888-9074 1975 U.S. Hwy 70 E. Garner, NC 27529 Prime Bidder

01/22/2026 Pre-bid meeting sign in sheet

Full Name Company Name Email Address Tommy Byrd Volkert Tommy.byrd@volkert.com Soere Teme Clancy & Theys Construction Company soereteme@clancytheys.com

EMILY GULLEDGE CROWDER CONSTRUCTION EGULLEDGE@CROWDERUSA.COM

Chris Sizemore KBS Earthworks, Inc. chris@kbsearthworks.com Michael Sedlock Fred Smith Company msedlock@fredsmithcompany.net Zachary Hallock McAdams hallock@mcadamsco.com Brooke Wray KBS Earthworks, Inc. brooke.wray@kbsearthworks.com BJ Lanier Lanier Construction Co., Inc. bj@lanierconstruction.com Mark Heinicke City of Raleigh PRCR mark.heinicke@raleighnc.gov Landis Morgan Morgan Trucking & General Construction, Inc morgantrucking10@gmail.com Garrius Jones Lanier Construction garrius@lanierconstruction.com Tia Morgan Morgan Trucking & General Construction, Inc morgantrucking11@gmail.com Deana Burttram Daniel's Inc. deana.danielsinc@gmail.com Kelly Ham City of Raleigh Kelly.Ham@Raleighnc.gov LeMarc DeShields Morgan Trucking lldeshields@gmail.com Thomas Admay Meredith Piling & Shoring, Inc. tomadmay@gmail.com LeMarc DeSheilds Morgan Trucking & General Construction, Inc lldeshields@gmail.com Barry Couling Browe Construction Co. barry.couling@browecon.com

BID FORM

BASE BID PROPOSAL

NCDOT TIP: BL-0027

Date: 02/10/2026 County: Wake Description: Crabtree Creek Greenway – Lassiter Mill

BID FOR UNIT PRICE CONTRACT

Bidder agrees to perform all work described in the specifications and shown on the Contract Drawings for the unit prices listed below. Low bidder shall be determined based on the lowest submitted bid amount for the items that comprise the base bid.

Crabtree Creek Greenway – Lassiter Mill Base Bid

BID FORM – BASE BID

Line

Item

Sec # Description Quantity Units Unit Cost

Amount

1 800 0000100000-N MOBILIZATION 1 LS $ $

2 801 0000400000-N CONSTRUCTION SURVEYING 1 LS $ $

3 SP 0000900000-N AS-CONSTRUCTED SURVEY 1 LS $ $

4 SP 0000915000-N COLLAPSIBLE BOLLARD (INSTALL) 2 EA $ $

5 SP 0000915000-N PERMANENT BOLLARD (INSTALL) 4 EA $ $

6 226 0043000000-N GRADING 1 LS $ $

7 225 0036000000-E UNDERCUT EXCAVATION 40 CY $ $

8 310 0448000000-E 12" RC PIPE CULVERTS, CLASS IV 24 LF $ $

9 310 0448200000-E 15" RC PIPE CULVERTS, CLASS IV 32 LF $ $

10 310 0448300000-E 18" RC PIPE CULVERTS, CLASS IV 112 LF $ $

11 310 0448400000-E 24" RC PIPE CULVERTS, CLASS IV 8 LF $ $

12 SP 1891000000-E GEOTEXTILE SEPARATOR FABRIC 990 SY $ $

13 520 1121000000-E AGGREGATE BASE COURSE 310 TON $ $

14 610 1519000000-E

ASPHALT CONC SURFACE COURSE,

TYPE S9.5B

80 TON $ $

15 620 1575000000-E ASPHALT BINDER FOR PLANT MIX 5 TON $ $

16 840 2286000000-N MASONRY DRAINAGE STRUCTURES 1 EA $ $

17 840 2308000000-E MASONRY DRAINAGE STRUCTURES 2 LF $ $

18 840 2374000000-N

FRAME WITH GRATE & HOOD, STD

840.03, TYPE 'E'

1 EA $ $

19 SP 2473000000-N CIP TRENCH DRAIN WITH GRATE 22 EA $ $

20 846 2538000000-E 2'-0" CONCRETE CURB & GUTTER 200 LF $ $

21 846 2549000000-E 2'-6" CONCRETE CURB & GUTTER 530 LF $ $

22 848 2591000000-E 4" CONCRETE SIDEWALK 570 SY $ $

23 848 2605000000-N CONCRETE CURB RAMPS 4 EA $ $

24 SP 2738000000-E 4.5" CONCRETE TRAIL 520 SY $ $

25 SP 2738000000-E

4.5" CONCRETE TRAIL WITH

TURNDOWN

230 SY $ $

26 SP 2745000000-E SAND LIGHTWEIGHT CONCRETE 20 CY $ $

27 SP 3575000000-E METAL SAFETY RAIL 720 LF $ $

28 SP 3575000000-E WHITE VINYL FENCE 210 LF $ $

29 SP 3575000000-E BRIDGE MOUNTED FENCING 180 LF $ $

30 876 3628000000-E RIP RAP, CLASS I 15 TON $ $

31 876 3635000000-E RIP RAP, CLASS II 580 TON $ $

32 876 3656000000-E GEOTEXTILE FOR DRAINAGE 340 SY $ $

33 SP 3677000000-E EROSION CONTROL BLANKET 220 SY $ $

34 901 4025000000-E

CONTRACTOR FURNISHED, TYPE E

SIGN

7.75 SF $ $

35 903 4072000000-E SUPPORTS, 3-LB STEEL U-CHANNEL 27.75 LF $ $

36 904 4102000000-N SIGN ERECTION, TYPE E 3 EA $ $

37 904 4116100000-N

SIGN ERECTION, RELOCATE TYPE E

(GROUND MOUNTED)

4 EA $ $

38 SP 4360000000-N

RELOCATE HIGH WATER WARNING

SIGN

1 EA $ $

39 SP 4370000000-N CITY WAYFINDING PACKAGE 1 LS $ $

40 SP 4447000000-E

PEDESTRIAN CHANNELIZING

DEVICES

50 LF $ $

41 SP 4457000000-N TEMPORARY TRAFFIC CONTROL 1 LS $ $

42 1266 4520000000-N TUBULAR MARKERS (FIXED) 20 EA $ $

43 SP 4600000000-N TEMPORARY CURB RAMP 1 EA $ $

44 SP 4600000000-N AUDIBLE WARNING DEVICE 2 EA $ $

45 1205 4685000000-E

THERMOPLASTIC PAVEMENT

MARKING LINES (4", 90 MILS)

2567 LF $ $

46 1205 4709000000-E

THERMOPLASTIC PAVEMENT

MARKING LINES (24", 90 MILS)

86 LF $ $

47 1205 4720000000-E

THERMOPLASTIC PAVEMENT

MARKING CHARACTER (90 MILS)

6 EA $ $

48 1205 4725000000-E

THERMOPLASTIC PAVEMENT

MARKING SYMBOL (90 MILS)

14 EA $ $

49 1205 4810000000-E

PAINT PAVEMENT MARKING LINES

(4")

144 LF $ $

50 1205 4850000000-E

REMOVAL OF PAVEMENT MARKING

LINES (4")

1200 LF $ $

51 1205 4870000000-E

REMOVAL OF PAVEMENT MARKING

LINES (24")

44 LF $ $

52 1205 4875000000-N

REMOVAL OF PAVEMENT MARKING

SYMBOLS & CHARACTERS

9 EA $ $

53 1510 5325600000-E 6" WATER LINE 25 LF $ $

54 1515 5571600000-E 6" TAPPING SLEEVE & VALVE 1 EA $ $

55 1515 5672000000-N RELOCATE FIRE HYDRANT 1 EA $ $

56 1605 6000000000-E TEMPORARY SILT FENCE 2310 LF $ $

57 1610 6006000000-E

STONE FOR EROSION CONTROL,

CLASS A

115 TON $ $

58 1610 6009000000-E

STONE FOR EROSION CONTROL,

CLASS B

235 TON $ $

59 1610 6012000000-E SEDIMENT CONTROL STONE 65 TON $ $

60 1615 6015000000-E TEMPORARY MULCHING 0.5 ACR $ $

61 1620 6018000000-E SEED FOR TEMPORARY SEEDING 100 LB $ $

62 1620 6021000000-E

FERTILIZER FOR TEMPORARY

SEEDING

0.5 TON $ $

63 SP 6029000000-E SAFETY FENCE 200 LF $ $

64 1631 6036000000-E MATTING FOR EROSION CONTROL 15000 SY $ $

65 1629 6037000000-E COIR FIBER MAT 500 SY $ $

66 SP 6038000000-E

PERMANENT SOIL REINFORCEMENT

MAT, TYPE 3

27 SY $ $

67 1632 6042000000-E 1/4" HARDWARE CLOTH 120 LF $ $

68 1639 6070000000-N SPECIAL STILLING BASINS 2 EA $ $

69 1642 6071012000-E COIR FIBER WATTLE 100 LF $ $

70 1660 6084000000-E SEEDING & MULCHING 3 ACR $ $

71 1675 6117000000-N

RESPONSE FOR EROSION

CONTROL

25 EA $ $

72 SP 6117500000-N

PREFABRICATED CONCRETE

WASHOUT

3 EA $ $

73 SP 6118000000-N CONCRETE WASHOUT STRUCTURE 3 EA $ $

74 SP 6132000000-N SEDIMENT FILTER BAG 2 EA $ $

75 SP 6133000000-N

TEMPORARY SHEET PILE AND

DEWATERING FOR STREAM

RESTORATION

1 LS $ $

76 SP 6147000000-E BOULDER TOE REVETMENT 91 LF $ $

77 SP 6147000000-E SOIL LIFTS 115 LF $ $

78 SP 6135000000-E RIPARIAN SEEDING 0.045 ACR $ $

79 SP 6132000000-N LIVE STAKES 73 EA $ $

80 SP 6132000000-N HERBACEOUS PLUGS 164 EA $ $

81 SP 6135000000-E

STREAM STABILIZATION

TEMPORARY SEEDING AND

MULCHING

0.045 ACR $ $

82 SP 6147000000-E TREE PROTECTION FENCE 3190 LF $ $

83 SP 6147000000-E

COMBINATION SILT/TREE

PROTECTION FENCE

2410 LF $ $

84 SP 6133000000-N

TEMPORARY SHEET PILE AND

DEWATERING FOR BOARDWALK

1 LS $ $

85 SP 8063000000-N

PRECAST REINFORCED CONC BOX

CULVERT AT L1 STA 13+60

1 LS $ $

86 450 8096000000-E PILE EXCAVATION IN SOIL 307 LF $ $

87 450 8097000000-E PILE EXCAVATION NOT IN SOIL 477 LF $ $

88 450 8328200000-E

PILE DRIVING EQUIPMENT SETUP

FOR HP 8 X 36 STEEL PILES

65 EA $ $

89 450 8328200000-E

PILE DRIVING EQUIPMENT SETUP

FOR HP 12 X 53 STEEL PILES

35 EA $ $

90 450 8356000000-E HP 8 X 36 GALVANIZED STEEL PILES 571 LF $ $

91 450 8365000000-E

HP 12 X 53 GALVANIZED STEEL

PILES

754 LF $ $

92 SP 8802014000-E SOLDIER PILE RETAINING WALLS 475 SF $ $

93 454 8802030000-E

SEGMENTAL GRAVITY RETAINING

WALLS

493 SF $ $

94 SP 8847000000-E

CIP GRAVITY RETAINING WALLS

(EXCLUDING FOOTING)

965 SF $ $

95 SP 8853000000-E FOOTING CONCRETE 365 CY $ $

96 SP 8867000000-E TIMBER BOARDWALK 460 LF $ $

97 412 8860000000-N

UNCLASSIFIED STRUCTURE

EXCAVATION

1 LS $ $

100 SP 0241000000-E

REMOVAL OF EXISTING ASPHALT

PAVEMENT (NON-REIMBURSABLE

UNDER LAPP CONTRACT)

2350 SY $ $

101 SP 1880000000-E

ASPHALT CONC SURFACE COURSE,

TYPE S9.5B (NON-REIMBURSABLE

UNDER LAPP CONTRACT)

270 TON $ $

102 SP 1880000000-E

ASPHALT BINDER FOR PLANT MIX

(NON-REIMBURSABLE UNDER LAPP

CONTRACT)

16.2 TON $ $

103 SP 3575000000-E REMOVABLE SAFETY RAIL 60 LF $ $

104 610 1523000000-E

ASPHALT CONC SURFACE

COURSE, TYPE S9.5C

10 TON $ $

105 610 1503000000-E

ASPHALT CONC INTERMEDIATE

COURSE, TYPE I19.0C

10 TON $ $

106 610 1491000000-E

ASPHALT CONC BASE COURSE,

TYPE B25.0C

10 TON $ $

107 607 1297000000-E

MILLING ASPHALT PAVEMENT,

1.5"DEPTH

175 TON $ $

A. BID TOTAL (BASE)

ALTERNATE 1 – Alternate boardwalk foundation. Replace Drilled H-Piles with Micropiles.

Description:

Replace H-Piles with Micropiles for the boardwalk foundations.

These Bid Alternate Items may be included on the bid sheet but shall not be considered as part of the base bid. Only after the low bidder is determined should bid alternate items be considered. The owner reserves the right to select any Alternate or combination of Alternate items.

Should the Alternate be accepted, the amount written below shall be the amount either “added to” or “deducted from” the Base Bid. If the Alternate is left blank, then the Alternate would not change the Base Bid if accepted. The Bidder agrees to construct the Alternate(s) as described in the Contract Document for the following prices:

BID FORM – ALTERNATE 1

Line

Item

Sec

Description Quantity Units Unit Cost

Amount

86 450 8096000000- E

PILE EXCAVATION IN SOIL -307 LF $ $

87 450 8097000000- E

PILE EXCAVATION NOT IN SOIL -477 LF $ $

88 450 8328200000- E

PILE DRIVING EQUIPMENT SETUP

FOR HP 8 X 36 STEEL PILES

-65 EA $ $

89 450 8328200000- E

PILE DRIVING EQUIPMENT SETUP

FOR HP 12 X 53 STEEL PILES

-35 EA $ $

90 450 8356000000- E

HP 8 X 36 GALVANIZED STEEL

PILES

-571 LF $ $

91 450 8365000000- E

HP 12 X 53 GALVANIZED STEEL

PILES

-754 LF $ $

96 SP

8867000000- E

TIMBER BOARDWALK -460 LF $ $

98 SP

8867000000- E

BID ALTERNATE #1 TIMBER

BOARDWALK

460 LF $ $

99 SP

8897000000- N

BID ALTERNATE #1 MICROPILES 47 EA $ $

Contractor_____________________________ (print)

Note: Proposal signature required on next page.

B. BID TOTAL (ALTERNATE 1)