BR2026SW_Addendum #1_080426.pdf

August 4, 2026

A-1

TO: PROSPECTIVE BIDDERS HOLDING PLANS AND SPECIFICATIONS FOR TOWN OF BERMUDA RUN, CONTRACT

BR2026SW RIVERBEND DRIVE SIDEWALK PLAN – PHASE 1 & 2

RE: BR2026SW RIVERBEND DRIVE SIDEWALK PLAN PHASE 1 & 2

PROJECT ADDENDUM NO. 1

The following changes and clarifications are applicable to the referenced project and are now a part of its contract documents.

Where any article, division, or subparagraph of the original contract documents or other addenda is supplemented herein, the provisions of the original documents shall remain in e�ect. All the supplemental provisions shall be considered as added thereto. Where any such article, division, or subparagraphs are amended, voided, or superseded thereby, the provisions of such article, division, or subparagraph not so specifically amended, voided, or superseded shall remain in e�ect.

The attention of each contractor is called to the following clarifications, additions to, and changes in the project plans sealed Phase 1: July 14, 2026, Phase 2: August 3, 2026, and specifications sealed July 20, 2026, on the above project. It will be the responsibility of each contractor to call such clarifications, additions, and changes in plans and specifications to the attention of subcontractors concerned. The Town in no way assumes any responsibility for notifying any subcontractor, material dealers, or others not having received the original contract documents.

Bidder must acknowledge receipt of Addendum No. 1 by signing appropriately on each of the revised Itemized Proposal and submitting them with other bid documents. Original Pages with strikethroughs will not be accepted.

Item 1: CONTRACT TIME AND LIQUIDATED DAMAGES Page G-2 of the Contract Proposal – The date of availability for this contract for both Phase 1 and 2 is changed to “Upon issuance of a purchase order”. The contract completion date for Phase 1 and 2 has been changed to November 13, 2027

Item 2: INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES The completion date for ICT Number 1 is changed to November 13, 2026.

Item 3: INSTRUCTIONS TO BIDDERS Page C-2 and C-5 of the Contract Proposal - BIDS ARE DUE: AUGUST 25, 2026

Item 4: BID FORM REVISION (ADDITION OF LINE ITEMS) Replace Bid Form Pages 1, 2 and 3 Add line items #56 for “MATTING FOR EROSION CONTROL” and #57 “(PSRM) PERMANENT SOIL REINFORCEMENT MATTING”

Item 5: ADDITIONAL CONTACT INFORMATION FOR

SANITARY SEWER REHABILITATION PROJECT COORDINATION

The contractor shall coordinate with the following, regarding the sanitary sewer rehabilitation project:

James Pflaum, PE Hazen and Sawyer 4011 WestChase Boulevard, Suite 500, Raleigh, NC 27607 Phone Number (919)-277-7933 JPflaum@hazenandsawyer.com I Hazenandsaywer.com

Item 6: REVISED PHASE 2 PLANS The Phase 2 plans are revised to add the Professional Engineer’s seal/date, Permanent Soil Reinforcement Matting (PSRM) pay item, Matting for Erosion Control pay item and special provision.

ALL OTHER CONDITIONS REMAIN THE SAME.

018981

Docusign Envelope ID: 345E4BD4-3254-8EDD-839C-49308CA2B18B

8/4/2026

PERMANENT SOIL REINFORCEMENT MAT:

Description

This work consists of furnishing and placing Permanent Soil Reinforcement Mat, of the type specified, over previously prepared areas as directed.

Materials

The product shall be a permanent erosion control reinforcement mat and shall be constructed of synthetic or a combination of coconut and synthetic fibers evenly distributed throughout the mat between a bottom UV stabilized netting and a heavy duty UV stabilized top net. The matting shall be stitched together with UV stabilized polypropylene thread to form a permanent three-dimensional structure. The mat shall have the following minimum physical properties:

Property Test Method Value Unit

Light Penetration ASTM D6567 9 %

Thickness ASTM D6525 0.40 in

Mass Per Unit Area ASTM D6566 0.55 lb/sy

Tensile Strength ASTM D6818 385 lb/ft

Elongation (Maximum) ASTM D6818 49 %

Resiliency ASTM D1777 >70 %

UV Stability * ASTM D4355 >80 %

Porosity (Permanent Net) ECTC Guidelines >85 %

Maximum Permissible Shear Stress (Vegetated)

Performance Bench Test

>8.0 lb/ft2

Maximum Allowable Velocity (Vegetated)

Performance Bench Test

>16.0 ft/s

*ASTM D1682 Tensile Strength and % strength retention of material after 1000 hours of exposure.

Submit a certification (Type 1, 2, or 3) from the manufacturer showing:

(A) the chemical and physical properties of the mat used, and

(B) conformance of the mat with this specification.

Construction Methods

Matting shall be installed in accordance with Subarticle 1631-3(B) of the Standard Specifications.

All areas to be protected with the mat shall be brought to final grade and seeded in accordance with Section 1660 of the Standard Specifications. The surface of the soil shall be smooth, firm, stable and free of rocks, clods, roots or other obstructions that would prevent the mat from lying in direct contact with the soil surface. Areas where the mat is to be placed will not need to be mulched.

Measurement and Payment

Permanent Soil Reinforcement Mat will be measured and paid for as the actual number of square yards measured along the surface of the ground over which Permanent Soil Reinforcement Mat is installed and accepted. Overlaps will not be included in the measurement, and will be considered as incidental to the work. Such payment shall be full compensation for furnishing and installing the mat, including overlaps, and for all required maintenance.

Payment will be made under:

Pay Item Pay Unit

Permanent Soil Reinforcement Mat Square Yard

Itemized Proposal For Contract BR2026SW County: Davie

Town of Bermuda Run – Riverbend Sidewalk BR2026SW Phase 1 & 2 Page 1 of 3

Line

Item Section

Item Description

Item Quantity

Unit Unit Bid Bid Amount

1 0000100000-N 800 MOBILIZATION 1 LS

2 0000400000-N 801 CONSTRUCTION SURVEYING 1 LS

3 001000000-E 200 CLEARING AND GRUBBING 1 LS

001000000-E

SP

BRICK COLUMN AND LIGHT

REMOVAL

13 EA

5 001010000-N 200 SELECT TREE REMOVAL 34 EA

0001020000-N

GENERIC MISC. ITEM - SHRUB

REMOVAL

34 EA

0022000000-E

UNCLASSIFIED EXCAVATION

CY

0106000000-E

BORROW EXCAVATION

CY

0156000000-E

REMOVAL OF EXISTING ASPHALT

PAVEMENT

866 SYD

0163000000-E

REMOVAL OF EXISTING

CONCRETE PAVEMENT

781 SYD

0318000000-E

FOUNDATION CONDITIONING

MATERIAL, MINOR STRUCTURES

TON

0321000000-E

FOUNDATION CONDITIONING

MATERIAL GEOTEXTILE

270 SYD

13 0360000000-E 310 12" DRAINAGE PIPE (RCP) 25 LFT

14 0536000000-E 310 12" DRAINAGE PIPE (HDPE) 317 LFT

15 0536000000-E 310 15" DRAINAGE PIPE (HDPE) 83 LFT

16 0366000000-E 310 15" DRAINAGE PIPE (RCP) 353 LFT

17 0396000000-E 310 42" DRAINAGE PIPE (RCP) 14.20 LFT

18 0995000000-E 340 PIPE REMOVAL (STORM PIPE) 762 LFT

1519000000-E

ASPHALT CONCRETE SURFACE

COURSE, TYPE S9.5B

55 TON

20 1121000000-E 520 AGGREGATE BASE COURSE 505 TON

21 1275000000-E 600 PRIME COAT 1290 GAL

2761000000-E

6” JOINTED CONCRETE W/ WIRE

MESH

935 SYD

23 2209000000-E 838 REINFORCED ENDWALLS 4.5 CY

24 2253000000-E 840 PIPE COLLAR 0.35 CY

2286000000-N

MASONRY DRAINAGE

STRUCTURES

8 EA

2374000000-N

FRAME WITH TWO GRATES, STD

840.03 (TYPE F)

3 EA

Town of Bermuda Run – Riverbend Sidewalk BR2026SW Phase 1 & 2 Page 2 of 3

Line

Item Section

Item Description

Item

2374000000-N

840.03 (TYPE G)

2 EA

2364000000-N

840.16 (DROP INLET)

2396000000-N

FRAME WITH COVER, STD

840.54

1 EA

2549000000-E

2'-6" CONCRETE CURB &

GUTTER

3431 LFT

31 2570000000-N SP MODIFIED CONCRETE FLUME 10 EA

32 2591000000-E 848 4" CONCRETE SIDEWALK 4450 SYD

33 2605000000-N 848 CONCRETE CURB RAMPS 6 EA

2760000000-N

DETECTABLE WARNING FOR

CURB RAMPS

13 EA

2815000000-N

ADJUSTMENT OF DROP INLETS

2830000000-N

ADJUSTMENT OF MANHOLES

26 EA

2845000000-N

ADJUSTMENT OF METER BOXES

OR VALVE BOXES

12 EA

38 3649000000-E 876 RIP RAP, CLASS B 40 TON

39 3656000000-E 876 GEOTEXTILE FOR DRAINAGE 77 SYD

3575000000-E

HANDRAIL (GENERIC FENCING

ITEM)

24 LFT

41 2752000000-N SP RAISED CROSSWALK 2 EA

4116100000-N

SIGN ERECTION, RELOCATE

SIGN TYPE E

6 EA

43 4457000000-N SP TEMP TRAFFIC CONTROL (SP) 1 LS

4835000000-E

PAINT PAVEMENT MARKING

LINES (24")

272 LFT

45 5672000000-N 1515 RELOCATE FIRE HYDRANT 1 EA

46 5686500000-E 1515 WATER SERVICE LINE 15 LFT

47 6855000000-E SP 2" PVC WATER PIPE, SCH 40 1100 LFT

48 5536000000-N 1515 2” Valve 2 EA

49 5709200000-E 1520 4" FORCE MAIN SEWER 175 LFT

50 5768000000-E 1520 SANITARY SEWER CLEAN-OUT 9 EA

5775000000-E

4' DIA UTILITY MANHOLE

(WATERTIGHT LID AND FRAME)

4 EA

52 6000000000-E 1605 TEMPORARY SILT FENCE 5360 LFT

Town of Bermuda Run – Riverbend Sidewalk BR2026SW Phase 1 & 2 Page 3 of 3

Line

Item Section

Item Description

Item

53 6015000000-E 1615 TEMPORARY MULCHING 9 ACR

54 6018000000-E 1620 SEED FOR TEMP SEEDING 700 LBS

55 6021000000-E 1620 FERT FOR TEMP SEEDING 4 TON

56 6036000000-E 1631 MATTING FOR EROSION CONTROL 2670 SYD

57 6038000000-E SP

(PSRM) PERMANENT SOIL

REINFORCEMENT MATTING 310 SYD

58 6071010000-E 1642 WATTLE 1050 LFT

59 6071020000-E 1642 FLOCCULANT 160 LBS

60 6084000000-E 1660 SEEDING AND MULCHING 9 ACR

61 6087000000-E 1660 MOWING 9 ACR

62 6090000000-E 1661 SEED FOR REPAIR SEEDING 150 LBS

63 6093000000-E 1661 FERT FOR REPAIR SEEDING 0.50 TON

64 6108000000-E 1665 FERTILIZER TOPDRESSING 6.0 TON

65 6111000000-E SP IMPERVIOUS DIKE 12 LFT

3677000000-E

GENERIC EROSION CONTROL

ITEM – BYPASS PUMPING

1 EA

67 6071012000-E 1642 COIR FIBER WATTLE 180 LFT

68 6117000000-N 1675 RESPONSE FOR EROS CONTROL 26 EA

69 6117500000-N SP CONC WASHOUT STRUCTURE 2 EA

Total Amount of Bid for En�re Project: ___________________________________

CONTRACTOR NAME: ___________________________________ ADDRESS: _____________________________________________

SIGNATURE OF CONTRACTOR REPRESENTATIVE: _____________________________________Date: ___________________

EXECUTION OF CONTRACT AND BONDS

APPROVED AS TO FORM:

Engineer: ___________________________________________Date: _________________

CONTRACT ACCEPTED: _____________________________________ Date: _________________

(TOWN OF BERMUDA RUN) SIGNATURE

TITLE: ___________________________________________