Addendum No. 1

RFP – INSPECTIONS & MATERIAL TESTING - 020822 Page 1

REQUEST FOR SEALED PROPOSAL

ADVERTISEMENT for CONTRACTUAL SERVICE

RFP – INSPECTIONS & MATERIAL TESTING - 020822

ADDENDUM No 1

OWNER’S BID PROPOSAL FORM

OWNER: City of College Park 3667 Main Street College Park, GA 30337

PROJECT: Inspections & Material Testing

DATE: January 26, 2022

BID #020822 is hereby revised as instructed throughout attached ADDENDUM No. 1.

This Addendum forms a part of the Contract Documents and modifies the original Bid Documents.

The following items shall take precedence over the originally published Bid Documents for the above named project and shall become a part of the contract documents:

1. Is a bid bond necessary for this type of work?

a. No

2. Is there a form for exceptions to the contract?

a. No

3. What is the start date for this project?

a. See Exhibit A included in the RFP

4. The plans do not have a quantity sheet. Can I get a list of pay items showing the quantities?

a. See attached to be included in Addendum No. 1

5. What is the total cost for this project?

a. Approximately $9 million

6. The RFP states that we have to list any exceptions we want to take to the contract in our response. Can we get a blank copy of the contract please?

a. Please disregard the word “CONTRACT” and replace with the word “RFP”

7. Question 1: On page 6, Bid Document Requirements & Checklist, #4 states AIA Document

A310- Bid Bond (5%) (NOT provided, proposer locates own agency and includes document in bid package). Typically, the Bid Bond referenced is provided by the General Contractor. As a services provider we do not typically provide Bid Bonds on projects. Is this form and is a Bid Bond with this proposal required?

a. Bid Bond is not required by the Testing Agency

8. Question 2: On page 6, Bid Document Requirements and Checklist, #11 states that Successful bidder acknowledges requirement to provide 100% Performance and

RFP – INSPECTIONS & MATERIAL TESTING - 020822 Page 2

Payment Bond before execution of contract. It is our understanding that as a services provider we are not required to provide this acknowledgement, is that correct? –

a. A P&P Bond is no required.

9. Question 3: Due to COVID restrictions and closure of areas indicated on your website – are you accepting electronic submittals for the Inspections & Material Testing – 020822 proposal?

a. No

b. Out of an abundance of caution; City Hall will be closed to the public until further notice. The Purchasing Department works remotely on Monday, however; the Customer Service drive-thru window will remain open:

i. Monday thru Friday 8:00 am – 5 pm;

ii. You can and are allowed to (hand) deliver your bid to Customer Service and they will notify me of your delivery;

iii. You can and are allowed to (hand) deliver your bid to the officer on-duty inside the building and they will notify me of your delivery;

iv. Delivery services (FedEx, UPS, USPS, etc.) are still accepted at the front door;

10. Question 4: On page 6, Bid Document Requirements & Checklist, the Non-Collusion form

(Page 14) is not listed as required. Would you confirm if it is required and where it should go in the order listed?

a. Provide (signed) form if your company has donated any financial contributions to the City, its employee and/or Mayor and Council.

11. Question 5: On page 6, Bid Document Requirements & Checklist, the General Instructions to Proposer, page 2 and 3) is not listed on the checklist. Would you confirm if it is required and where it should go in the order listed?

a. #2 states; “Bid document requirements & checklist completed, signed and dated”, which indicates the company shall sign and date the bottom of page 6 and include in the bid package.

b. #3 states; how proposals are to be submitted

12. Question 6: On page 6, Bid Document Requirements & Checklist, the Subcontractor

Affidavit, page 11) is not listed on the checklist. Would you confirm if it is required and where it should go in the order listed?

a. Provide (signed) form if your company plans to use a sub-contractor during this project.

ITEM ITEM DESCRIPTION UNITS QUANTITY

GRADING COMPLETE

210-0100 GRADING COMPLETE - LS LUMP

ROADWAY

150-1000 TRAFFIC CONTROL - LS LUMP

153-1300 FIELD ENGINEERS OFFICE TP 3 EA 1

156-0100 GPS DATA COLLECTION AND SUBMITTAL LS LUMP

310-5060 GR AGGR BASE CRS, 6 INCH, INCL MATL SY 3143

310-5120 GR AGGR BASE CRS, 12 INCH, INCL MATL SY 20774

402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME TN 1681

402-3190 RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM MATL & H LIME TN 2286

402-3121 RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME TN 7999

413-0750 TACK COAT GL 3117

430-0200 PLAIN PC CONC PVMT, CL 1 CONC, 10 INCH THK SY 359

432-5010 MILL ASPH CONC PVMT, VARIABLE DEPTH SY 808

433-1000 REINF CONC APPROACH SLAB SY 278

441-0016 DRIVEWAY CONCRETE, 6 IN TK SY 125

441-0104 CONC SIDEWALK, 4 IN SY 6530

441-0746 CONCRETE MEDIAN, 5 1/2 IN SY 741

441-0754 CONCRETE MEDIAN, 7 1/2 IN SY 480

441-4030 CONC VALLEY GUTTER, 8 IN SY 77

441-5002 CONCRETE HEADER CURB, 6 IN, TP 2 LF 1102

441-5008 CONCRETE HEADER CURB, 6 IN, TP 7 LF 266

441-6222 CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 8607

441-6745 CONC CURB & GUTTER, 8 IN X 32 IN, TP 9 LF 339

446-1100 PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH LF 291

641-1100 GUARDRAIL, TP T LF 495

641-5015 GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING EA 2

641-5001 GUARDRAIL ANCHORAGE, TP 1 EA 2

643-8200 BARRIER FENCE (ORANGE), 4 FT LF 572

RHODES STREET FROM CAMP CREEK PARKWAY (SR 6) TO REDWINE AVENUE

FINAL BID QUANTITIES

AUGUST 2021

DRAINAGE

550-1180 STORM DRAIN PIPE, 18 IN, H 1-10 LF 3229

550-1240 STORM DRAIN PIPE, 24 IN, H 1-10 LF 1272

550-1300 STORM DRAIN PIPE, 30 IN, H 1-10 LF 388

550-1420 STORM DRAIN PIPE, 42 IN, H 1-10 LF 270

550-4235 FLARED END SECTION 30 IN, STORM DRAIN EA 2

603-2182 STN DUMPED RIP RAP, TP 3, 24 IN SY 75

603-7000 PLASTIC FILTER FABRIC SY 75

668-1100 CATCH BASIN, GP 1 EA 14

668-2100 DROP INLET, GP 1 EA 8

668-4300 STORM SEWER MANHOLE, TP 1 EA 2

668-4400 STORM SEWER MANHOLE, TP 2 EA 4

668-5000 JUNCTION BOX EA 10

4x12 BIOPOD UNDERGROUND VAULT EA 1

4X6 BIOPOD TREE VAULT EA 1

4X6 BIOPOD TREE VAULT WITH PIPED INLET EA 2

4X8 BIOPOD TREE VAULT EA 4

4X8 BIOPOD TREE VAULT WITH PIPED INLET EA 1

4X8 BIOPOD UNDERGROUND VAULT EA 1

6x12 BIOPOD TREE VAULT EA 1

6x12 BIOPOD TREE VAULT WITH PIPED INLET EA 2

6X12 BIOPOD UNDERGROUND VAULT EA 8

6X8 BIOPOD TREE VAULT EA 1

6X8 BIOPOD TREE VAULT WITH PIPED INLET EA 1

6X8 BIOPOD UNDERGROUND VAULT EA 4

8x12 BIOPOD TREE VAULT EA 4

8x12 BIOPOD TREE VAULT WITH PIPED INLET EA 3

8X12 BIOPOD UNDERGROUND VAULT EA 10

8X16 INTERNAL TREE-POD EA 1

PVC, 4 IN LF 137

SIGNING/MARKING

636-1033 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 SF 307

636-1045 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 SF 269

636-2070 GALV STEEL POSTS, TP 7 LF 812

636-2080 GALV STEEL POSTS, TP 8 LF 191

653-0110 THERMOPLASTIC PVMT MARKING, ARROW, TP 1 EA 27

653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 5

653-0210 THERMOPLASTIC PVMT MARKING, WORD, TP 1 EA 2

653-0296 THERMOPLASTIC PVMT MARKING, WORD, TP 15 EA 4

653-0320 THERMOPLASTIC PVMT MARKING, SYMBOL, TP 4 EA 27

653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 7518

653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 9528

653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 345

653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 5619

653-3501 THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE GLF 2439

653-4830 THERMOPLASTIC SKIP TRAF STRIPE, 18 IN, WHITE GLF 206

653-6004 THERMOPLASTIC TRAF STRIPING, WHITE SY 336

653-6006 THERMOPLASTIC TRAF STRIPING, YELLOW SY 229

657-5001 PREFORMED PLASTIC PAVEMENT MARKING, WHITE, TP PB SY 94

657-5016 PREFORMED PLASTIC PVMT MKG, WORDS AND/OR SYM, ARROW TP 1, WHITE, TP PB EA 2

657-5019 PREFORMED PLASTIC PVMT MKG, WORDS AND/OR SYM, ARROW TP 4, WHITE, TP PB EA 2

657-6085 PREFORMED PLASTIC SOLID PVMT MKG, 8 IN, CONTRAST (BLACK-YELLOW), TP PB LF 420

GREEN PAVEMENT MARKING SY 267

TEMPORARY EROSION CONTROL

163-0232 TEMPORARY GRASSING AC 7

163-0240 MULCH TN 105

163-0301 CONSTRUCT AND REMOVE CONSTRUCTION EXITS EA 2

163-0310 CONSTRUCTION EXIT TIRE CLEANING STATION (PER DAY) EA 2

163-0550 CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 68

165-0107 MAINTENANCE OF TEMPORARY SEDIMENT TRAP, STA NO - EA 68

165-0010 MAINTENANCE OF TEMPORARY SILT FENCE, TP A LF 3163

165-0030 MAINTENANCE OF TEMPORARY SILT FENCE, TP C LF 4428

165-0101 MAINTENANCE OF CONSTRUCTION EXIT EA 2

165-0105 MAINTENANCE OF INLET SEDIMENT TRAP EA 68

165-0310 MAINTENANCE OF CONSTRUCTION EXIT TIRE WASH AREA (PER EACH) EA 2

167-1000A WATER QUALITY MONITORING AND SAMPLING EA 3

167-1500 WATER QUALITY INSPECTIONS MO 12

171-0010 TEMPORARY SILT FENCE, TYPE A LF 6325

171-0030 TEMPORARY SILT FENCE, TYPE C LF 8855

603-2024 STN DUMPED RIP RAP, TP 1, 24 IN SY 165

603-7000 PLASTIC FILTER FABRIC SY 165

716-2000 EROSION CONTROL MATS, SLOPES SY 658

PERMANENT EROSION CONTROL

700-6910 PERMANENT GRASSING AC 5

700-7000 AGRICULTURAL LIME TN 18

700-8000 FERTILIZER MIXED GRADE TN 4

700-8100 FERTILIZER NITROGEN CONTENT LB 450

700-9300 SOD SY 21780

UTILITIES

668-3300 SAN SEWER MANHOLE, TP 1 EA 30

660-0812 SAN SEWER PIPE, 12 IN, DUCTILE IRON LF 3000

660-0808 SAN SEWER PIPE, 8 IN, DUCTILE IRON LF 1000

660-3275 ABANDON MANHOLE EA 12

660-1120 TEMPORARY BYPASS PUMPING HOUR 48

670-1120 WATER MAIN, 12 IN LF 4400

670-1510 CAP & REMOVE EXISTING WATER LINE, 6 IN EA 2900

MJ FITTINGS TN 9

670-4000 FIRE HYDRANT EA 10

660-1935 GATE VALVE, 12 IN EA 33

WATER MAIN TIE-IN EA 11

615-2550 JACK OR BORE PIPE, 24 IN LF 200

BRIDGE

207-0203 FOUND BKFILL MATL, TP II CY 19

211-0300 BRIDGE EXCAVATION, STREAM CROSSING CY 175

500-0100 GROOVED CONCRETE SY 720

500-1011 SUPERSTR CONCRETE, CL D, BR NO - 1 (477) LS 1

500-3002 CLASS AA CONCRETE CY 230

507-9002 PSC BEAMS, AASHTO TYPE II, BR NO - 1 LF 679

507-9030 PSC BEAMS, AASHTO, BULB TEE, 54 IN, BR NO - 1 LF 622

511-1000 BAR REINF STEEL LB 49459

511-3000 SUPERSTR REINF STEEL, BR NO - 1 (120,937) LS 1

516-1100 ALUM HANDRAIL, STD 3626 LF 369

520-0589 H-PILE POINTS, HP 14 X 89 EA 30

520-0597 H-PILE POINTS, HP 14 X 117 EA 8

520-1151 PILING IN PLACE, STEEL H, HP 14 X 89 LF 1005

520-1179 PILING IN PLACE, STEEL H, HP 14 X 117 LF 430

520-4151 LOAD TEST, STEEL H, HP 14 X 89 EA 1

520-4179 LOAD TEST, STEEL H, HP 14 X 117 EA 1

520-5000 PILOT HOLES LF 444

523-1100 DYNAMIC PILE TEST EA 4

603-2024 STN DUMPED RIP RAP, TP 1, 24 IN SY 278

603-7000 PLASTIC FILTER FABRIC SY 278