HomeMy WebLinkAboutADDENDUM 1 ADDENDUM NO. 1
TO THE
BIDDING DOCUMENTS FOR
US HIGHWAY 63 SANITARY SEWER UPGRADES, PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
AECOM#60651387
Date: September 24, 2021
Bids Close: September 30, 2021; 1:00 p.m.
TO ALL BIDDERS ON THE ABOVE PROJECT:
All Bidders submitting a bid on the above contract shall carefully read this Addendum and give it
consideration in the preparation of their bid.
Reference is made to the following edits in the Specifications:
a. Form of Bid or Proposal - Quantities: Quantities have been edited to the following Bid Item
Nos.: 6, 7, 8, 9, 13, 14, 23, and 28. A revised Form of Bid or Proposal (marked "Revised Per
Addendum No. 1 -9/24/2021) has been attached and made a part of this addendum; and this
revised Form of Bid should be used when submitting your bid.
b. Items of Potential MBE/WBE Participation: Quantity bid item edits, as referenced in I.a.
above, have also been edited on pages M-1 and M-2 of the Items of Potential MBE/WBE
Participation. These two revised pages have been attached and made a part this addendum
for your reference.
c. Special Provisions: Quantity bid item edits, as referenced in I.a. above, have also been
edited on pages SP-2 and SP-3 of the Special Provisions. The Special Provisions section
has been attached and made a part of this addendum for your reference.
d. Technical Specifications: On Technical 33 30 05, Glass-Fiber Reinforced Polymer (GFRP)
Pipe, add the following item:
"3.01.1. Pipe bedding shall comply with Class F-3 per SUDAS Figure 3010.103."
This Technical 33 30 05 edit is a call-out edit only for your reference and is NOT included as
an attachment to this addendum.
e. Performance and Payment Bonds: The Performance and Payment Bonds were
inadvertently omitted from the specification booklet. These two documents are attached and
made a part of this Addendum for your reference.
f. Wage Rates: The most current IDOT Wage Rate determination information has been
attached and made a part of this addendum for your reference. These wage rates should be
used when calculating your costs on this project.
II. Reference is made to the following edits made on the plan sheets:
a. Plan Sheets: Edits have been made to the following Plan Sheets: 03 (Dwg 01-G-03), 18
(Dwg 02-C-08), 23 (Dwg 02-C-13), 24 (Dwg 02-C-14), 25 (Dwg 02-C-15) and 27 (Dwg 02-C-
17). These sheets are marked in the legend as "Addendum No. 1" and are attached and
made a part of this Addendum for your review.
L:\Legacy\Projects\60651387\500_Deliverables\501_BIDDING DOCS-PHASE 1\ADDENDUM NO.1\ADDENDUM NO1.docx
b. Estimate Reference Notes: On the Estimate Reference Notes, Plan Sheet 04 (Dwg 01-G-
04), add the following sentence to Item No. 14:
"Casings shall have a minimum wall thickness of '/z-inch and diameter shall comply
with SUDAS."
This Estimate Reference Notes edit is a call-out edit only for your reference and is NOT
included as an attachment to this addendum.
III. Attachments:
a. Form of Bid or Proposal (Marked "Revised Per Addendum No. 1 - 9/24/2021" and to be Used
When Submitting Your Bid)
b. Items of Potential MBE/WBE Participation, Pages M-1 and M-2
c. Special Provisions
d. Performance Bond
e. Payment Bond
f. Wage Rates
g. Plan Sheet Nos. 03, 18, 23, 24, 25 and 27
IV. Any revisions to any of the Contract Documents made by this Addendum shall be considered as the
same revision to any and all related areas of the Contract Documents not specifically called out in
this Addendum.
V. The Bidder shall acknowledge receipt of this Addendum by inserting the date and number in the
spaces provided on page 3 of the attached, revised Form of Bid or Proposal (marked "Revised Per
Addendum No. 1 -9/24/2021). Failure to use the correct, revised Form of Bid or Proposal or failure
to insert the appropriate Addendum No. and Date for any and all Addenda issued on this project
could cause your submittal to be considered unresponsive.
Ross Hi lsman, PE
Project Manager
AECOM
L:\Legacy\Projects\60651387\500_Deliverables\501_BIDDING DOCS-PHASE 1\ADDENDUM NO.1\ADDENDUM NO1.docx
Revised Per Addendum No. 1 -9/24/2021
FORM OF BID OR PROPOSAL
US HIGHWAY 63 SANITARY SEWER UPGRADES—PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
Honorable Mayor and City Council
Waterloo, Iowa
Gentlemen:
1. The undersigned, being a Corporation existing under the laws of the State of
a Partnership consisting of the following partners:
having familiarized (himself) (themselves) (itself) with the existing conditions on the project area
affecting the cost of the work, and with all the contract documents listed in the Table of Contents and
Addenda(if any), as prepared by AECOM now on file in the office of the City Clerk, City Hall,Waterloo,
Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery,
tools, appurtenances, equipment, and services, including utility and transportation services required to
construct and complete the US HIGHWAY 63 SANITARY SEWER UPGRADES — PHASE I,
CONTRACT NO. 1037, all in accordance with the above-listed documents and for the unit prices for
work in place for the following items and quantities:
US HIGHWAY 63 SANITARY SEWER UPGRADES—PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
Item SUDAS Unit Bid Total Bid
No. No. Description Unit Est.Qty. Price Price
1 11,020-A MOBILIZATION SUM 1.0 $ $
2 8030-A TRAFFIC CONTROL LUMP
M 1.0 $ $
3 2010-C CLEARING AND GRUBBING SUMP 1.0 $ $
4 3010-B FOUNDATION ROCK TON 1,660.0 $ $
5 3010-F TRENCH COMPACTION TESTING LUMP
M 1.0 $ $
6 4010 L ABANDON, FILL AND PLUG 21-INCH LF 2,958.0 $ $
SANITARY SEWER
7 4010 H REMOVE AND PLUG 21-INCH LF 1,863.0 $ $
SANITARY SEWER
8 4010 K ABANDON SANITARY SEWER EA 9.0 $ $
MANHOLE
9 6010-H REMOVE SANITARY SEWER MANHOLE EA 6.0 $ $
10 4060 CLEANING, INSPECTION AND TESTING LUMP 1.0 $ $
OF SANITARY SEWER GRAVITY MAINS SUM
11 4010 A 2 18-INCH SANITARY SEWER GRAVITY LF 1,123.5 $ $
MAIN-DIRECTIONAL DRILLING
12 4010 A 1 24-INCH SANITARY SEWER GRAVITY LF 371.5 $ $
MAIN-OPEN CUT
13 4010 A 1 48-INCH SANITARY SEWER GRAVITY LF 6,213.0 $ $
MAIN-OPEN CUT
14 4010 A 2 48-INCH SANITARY SEWER GRAVITY LF 342.6 $ $
MAIN-TRENCHLESS
15 6010 A 48-INCH CIRCULAR SANITARY SEWER EA 3.0 $ $
MANHOLE, SW-301
Form of Bid FB-1 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
Item SUDAS Unit Bid Total Bid
No. No. Description Unit Est.Qty. Price Price
16 6010 A 72-INCH CIRCULAR SANITARY SEWER EA 1.0 $ $
MANHOLE, SW-301
17 6010 A 84-INCH CIRCULAR SANITARY SEWER EA 1.0 $ $
MANHOLE, SW-301
18 6010 A 96-INCH CIRCULAR SANITARY SEWER EA 5.0 $ $
MANHOLE, SW-301
19 6010 A 120-INCH CIRCULAR SANITARY EA 4.0 $ $
SEWER MANHOLE, SW-301
20 6010 A 48-INCH TEE-SECTION SANITARY EA 11.0 $ $
SEWER MANHOLE, SW-305
21 6010-G CONNECTION TO EXISTING SANITARY EA 1.0 $ $
MANHOLE
22 7010-A 6-INCH PCC PAVEMENT SY 25.4 $ $
23 7010-A 8-INCH PCC PAVEMENT SY 373.8 $ $
24 7020-B 8-INCH HMA PAVEMENT SY 923.1 $ $
25 7010-E 6-INCH PCC CURB AND GUTTER LF 95.0 $ $
26 7030-H-2 GRAVEL SURFACING SY 260.0 $ $
27 7030-B CURB AND GUTTER REMOVAL LF 95.0 $ $
28 7040-H PAVEMENT REMOVAL SY 1,582.3 $ $
SEEDING, FERTILIZING AND
29 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 1.10 $ $
-TYPE 1 SEED MIX
SEEDING, FERTILIZING AND
30 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 7.11 $ $
-TYPE 2 SEED MIX
SEEDING, FERTILIZING AND
31 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 1.10 $ $
-TYPE 4 SEED MIX
SEEDING, FERTILIZING AND
32 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 7.11 $ $
-TYPE 5 SEED MIX
33 9040-F-1 12-INCH WATTLES LF 8,396.8 $ $
34 9040-G-2-a DITCH CHECKS EA 30.0 $ $
35 9040-E TEMPORARY ROLLED EROSION SY 27,477.3 $ $
CONTROL PRODUCTS(RECP)
36 9040-A-2 SWPPP REQUIREMENTS SUMP 1.0 $ $
SANITARY AND STORM SEWER DISCONNECT-DRAWINGS 10-SS-01 THROUGH 10-SS-06
37 6010 A STORM SEWER MANHOLE, SW-401, EA 1.0 $ $
48-INCH, EJ 1040 A COVER
38 6010 A STORM SEWER MANHOLE, SW-401, EA 1.0 $ $
60-INCH, EJ 1040 A COVER
39 6010 B INTAKE, SW-501 &SW-603 TYPE R EA 3.0 $ $
GRATE .
40 6010-B INTAKE, SW-501 &SW-604 TYPE 6 EA 7.0 $ $
GRATE
41 6010 G CONNECTION TO EXISTING STORM EA 1.0 $ $
SEWER STRUCTURE _
4030-B APRON WITH FOOTING AND GUARD,
42 4030-C 12-INCH EA 1.0 $ $
4030-C _ _
4030-B APRON WITH FOOTING AND GUARD,
43 4030-C 18-INCH EA 1.0 $ $
4030-D
Form of Bid FB-2 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
Item SUDAS Unit Bid Total Bid
Description Unit Est.Qty.
No. No. , Price Price
44 4020 A-1 STORM SEWER, DUCTILE IRON PIPE, LF 24.6 $ $
10-INCH DIA.-OPEN CUT
STORM SEWER, REINFORCED
45 4020-A-1 CONCRETE PIPE, 12-INCH DIA.-OPEN LF 219.4 $ $
CUT
STORM SEWER, REINFORCED
46 4020-A-1 CONCRETE PIPE, 15-INCH DIA.-OPEN LF 690.6 $ $
CUT
STORM SEWER, REINFORCED
47 4020-A-1 CONCRETE PIPE, 18-INCH DIA.-OPEN LF 253.8 $ $
CUT
48 7010-E 6-INCH PCC CURB AND GUTTER LF 70.0 $ $
49 7030-H-2 GRAVEL SURFACING SY 14.5 $ $
50 7040-H PAVEMENT REMOVAL SY 1,221.0 $ $
51 6010-H REMOVE INTAKE EA 5.0 $ $
52 4020-G REMOVAL OF STORM SEWER LF 107.0 $ $
53 7040-A 3-INCH HMA PATCH SY 356.0 $ $
54 2010-I 6-INCH MODIFIED SUBBASE SY 356.0 $ $
55 9040-J EROSION STONE WITH ENGINEERING TONS 13.0 $ $
FABRIC
56 9010-B HYDRAULIC SEEDING, FERTILIZING ACRE 0.4 $ $
AND MULCHING
TOTAL AMOUNT BID $
2. It is understood that the quantities set forth are approximate only and subject to variation and that the
unit bid price for the work done shall govern in the actual payment to Contractor.
3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa,
to reject any or all bids. If written notice of the acceptance of this bid is mailed,telegraphed,or delivered
to the undersigned within thirty(30)days after the opening thereof, or at any time thereafter before this
bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form
and furnish the required bond and certificate of the insurance within ten (10)days after the agreement
is presented to him for signature,and start work within ten(10)days after"Notice to Proceed"is issued.
4. Security in the sum of Dollars
($ ) in the form of , is submitted herewith in accordance with
the INSTRUCTIONS TO BIDDERS.
5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor.
6. Attached hereto is a Bidder Status Form indicating Resident Bidder Certification( ), or Non-
Resident Bidder Certification ( ). (Mark one.)
7. The bidder is prepared to submit a financial and experience statement upon request.
8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in
work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC,
within ten (10)days of notification that the bid submitted is lowest and acceptable.
9. The bidder has received the following Addendum or Addenda:
Addendum No. Date
Form of Bid FB-3 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City
of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this
Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s)to
be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids
on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s).
The Contractor shall submit information on subcontractors on "SUBCONTRACTOR REQUEST AND
APPROVAL" Form to be provided by City prior to approval of contract.
The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot
be changed except for the following reasons:
1) The City of Waterloo does not approve the subcontractors.
2) The subcontractors submit in writing that they cannot fulfill their subcontracts.
11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked"none"or
"NA".
12. The bidder has attached all applicable forms.
13. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior
to the award of a contract due to budgetary limitations.
(Name of Bidder) (Date)
BY: Title
Official Address: (Including Zip Code):
I.R.S. No.
Form of Bid FB-4 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No, 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
ITEMS OF POTENTIAL MBE/WBE PARTICIPATION
NOTICE TO PROSPECTIVE BIDDERS:
The following are items from the US HIGHWAY 63 SANITARY SEWER UPGRADES, - PHASE I, CONTRACT NO. 1037,
project that have a potential for MBE/WBE Participation. This listing, however, is not intended to be all e,compassing; to
preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a
Prime Contractor.
BID TOTAL
ITEM DESCRIPTION UNIT _ QTY
1 MOBILIZATION LUMP SUM 1.0
2 TRAFFIC CONTROL LUMP SUM 1.0
3 CLEARING AND GRUBBING LUMP SUM 1.0
4 FOUNDATION ROCK TON 1,660.0
5 TRENCH COMPACTION TESTING LUMP SUM 1.0
6 ABANDON, FILL AND PLUG 21-INCH SANITARY SEWER LF 2,958.0
7 REMOVE AND PLUG 21-INCH SANITARY SEWER LF 1,863.0
8 ABANDON SANITARY SEWER MANHOLE EA 9.0
9 REMOVE SANITARY SEWER MANHOLE EA 6.0
10 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LUMP SUM 1.0
11 18-INCH SANITARY SEWER GRAVITY MAIN -DIRECTIONAL DRILLING LF 1,123.5
12 24-INCH SANITARY SEWER GRAVITY MAIN -OPEN CUT LF 371.5
13 48-INCH SANITARY SEWER GRAVITY MAIN -OPEN CUT LF 6,213.0
14 48-INCH SANITARY SEWER GRAVITY MAIN-TRENCHLESS LF 342.6
15 48-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 3.0
16 72-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
17 84-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
18 96-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 5.0
19 120-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 4.0
20 48-INCH TEE-SECTION SANITARY SEWER MANHOLE, SW-305 EA 11.0
21 CONNECTION TO EXISTING SANITARY MANHOLE EA 1.0
22 6-INCH PCC PAVEMENT SY 25.4
23 8-INCH PCC PAVEMENT SY 373.8
24 8-INCH HMA PAVEMENT SY 923.1
25 6-INCH PCC CURB AND GUTTER LF 95.0
26 GRAVEL SURFACING SY 260.0
27 CURB AND GUTTER REMOVAL LF 95.0
28 PAVEMENT REMOVAL SY 1,582.3
29 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 1 ACRE 1.10
SEED MIX
30 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 2 ACRE 7.11
SEED MIX
31 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 4 ACRE 1.10
SEED MIX
32 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 5 ACRE 7.11
SEED MIX
33 12-INCH WATTLES LF 8,396.8
34 DITCH CHECKS EA 30.0
35 TEMPORARY ROLLED EROSION CONTROL PRODUCTS(RECP) SY 27,477.3
36 SWPPP REQUIREMENTS LUMP SUM 1.0
37 STORM SEWER MANHOLE, SW-401,48-INCH, EJ 1040 A COVER EA 1.0
38 STORM SEWER MANHOLE, SW-401, 60-INCH, EJ 1040 A COVER EA 1.0
39 INTAKE,SW-501 &SW-603 TYPE R GRATE EA 3.0
40 INTAKE,SW-501 &SW-604 TYPE 6 GRATE EA 7.0
41 CONNECTION TO EXISTING STORM SEWER STRUCTURE EA 1.0
42 APRON WITH FOOTING AND GUARD, 12-INCH EA 1.0
MBE/WBE PARTICIPATION M-1 of 6 Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
BID TOTAL
ITEM DESCRIPTION UNIT QTY
43 APRON WITH FOOTING AND GUARD, 18-INCH EA 1.0
44 STORM SEWER, DUCTILE IRON PIPE, 10-INCH DIA.-OPEN CUT LF 24.6
45 STORM SEWER, REINFORCED CONCRETE PIPE, 12-INCH DIA.-OPEN CUT LF 219.4
46 STORM SEWER, REINFORCED CONCRETE PIPE, 15-INCH DIA.-OPEN CUT LF 690.6
47 STORM SEWER, REINFORCED CONCRETE PIPE, 18-INCH DIA.-OPEN CUT LF 253.8
48 6-INCH PCC CURB AND GUTTER LF 70.0
49 GRAVEL SURFACING SY 14.5
50 PAVEMENT REMOVAL SY 1,221.0
51 REMOVE INTAKE EA 5.0
52 REMOVAL OF STORM SEWER LF 107.0
53 3-INCH HMA PATCH SY 356.0
54 6-INCH MODIFIED SUBBASE SY 356.0
55 EROSION STONE WITH ENGINEERING FABRIC TONS 13.0
56 HYDRAULIC SEEDING, FERTILIZING AND MULCHING ACRE 0.4
MBE/WBE GOALS FOR THIS PROJECT
IMPORTANT: Prime Contract Bidders should be aware that ten percent(10%)MBE goal and a two percent(2%)WBE goal
is attached to this project. "Certified Return Receipt" letters are no longer needed with the bid showing proof of contacting
MBE or WBE Subcontractors,but the Pre-Bid Contact Information Form must be filled out completely.
City of Waterloo Contract Compliance Officer:
Contract Compliance Officer
Community Development Board
Carnegie Annex,Suite 202
620 Mulberry Street
Waterloo, IA 50703
Phone: (319)291-4429
MBE/WBE PARTICIPATION M-2 of 6 Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
SPECIAL PROVISIONS
1. TRAFFIC CONTROL-- IMPROPER MAINTENANCE
The Engineer, or authorized representative, shall periodically review traffic control that has been
put in place by the Contractor. If traffic control devices are found to be without proper
maintenance, penalties shall be assessed. Improper maintenance shall include, but not be
limited to, the following situations:
A. Less than 100 percent of lights in working order.
B. Any barricade or sign moved or tipped over.
C. Fencing not supported in a vertical position.
D. Fencing not placed around excavations when workers/equipment is not working at the
location.
E. Lack of proper barricades or signage.
Each incident is treated as a separate citation on an individual basis. It is not intended that minor
deficiencies be price adjusted if corrected the day notification is given. In addition to a price
adjustment, the Engineer may suspend work for irresponsible and/or repeated failure to construct
the project using proper traffic control procedures.
Penalties: 1st Offense Written warning given by City.
2nd Offense $ 100
3rd Offense $ 250
4th Offense $ 500
5th Offense $1,000
6th Offense Engineer's discretion (amount
or more equal or greater than $1,000)
2. LIQUIDATED DAMAGES
Time is an essential element of this contract. It is important that the work be diligently pursued to
completion. If the work is not completed within the specified contract period, plus authorized
extensions, the Contractor shall pay to the City Liquidated Damages in the amount of$500.00 per
day, for each day, as further described herein, in excess of the authorized time.
Days beyond the specified completion date for which Liquidated Damages will be charged will be
working days that the Contractor does or could have worked from Monday through Saturday.
Sundays will be counted only if work is performed. Partial working days will be considered as a
full working day. Days not chargeable for Liquidated Damages will include rain days, Sundays if
no work is done, and legal holidays.
Working days will cease to be charged when only punch list items remain to be completed.
Punch list item do not include contract bid items or approved change/extra work orders.
When the Contractor believes the project to be substantially completed, a written notice stating
the same shall be submitted to the Engineer and a request made for a Punch List. If the work
under the Contract extends beyond the normal construction season for such work, the Contractor
shall submit to the Engineer in writing a request that working days counted toward the project be
suspended until work is resumed the following construction season.
This amount is not construed as a penalty. These damages are for the cost to the City of
providing the required additional inspection, engineering and contract administration.
Special Provisions SP-1 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
3. HAUL ROUTES
Haul routes to and from the project site shall be submitted for review by the Engineer. In general,
the Contractor shall request haul routes over the main streets in the area, staying on streets
within the project as much as possible and should not include truck-embargoed streets.
4. STANDARD SPECIFICATIONS
The Standard Specifications, which are referenced in the contract documents, are designated as
follows:
SUDAS STANDARD SPECIFICATIONS - "2021 Standard Specifications for the Iowa Statewide
Urban Design and Specifications Program" (unless otherwise noted) and current revisions
thereof.
WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public
Works Construction, City of Waterloo, Iowa."
5. PERCENT OF CONTRACT TO BE PERFORMED BY CONTRACTOR
A. The prime contractor shall be required to perform at least 35 percent of the total contract
amount of the project.
6. SPECIAL PROVISIONS
Standard Specifications are amended by the following additions. These are Special Provisions
and shall prevail over those published in the Standard Specifications.
33 30 05 Glass-Fiber Reinforced Polymer(GFRP) Pipe
7. QUANTITY ADJUSTMENTS
The following Bid Items are exempted from consideration under the provisions of Section B.
"Scope of Work," paragraph 7 of the "General Specifications for Construction" concerning the
variance of the "As-Built" quantity of the listed item by more than twenty (20%) percent from the
estimated quantity specified in the contract.
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
1 MOBILIZATION LUMP SUM 1.0
2 TRAFFIC CONTROL LUMP SUM 1.0
3 CLEARING AND GRUBBING LUMP SUM 1.0
4 FOUNDATION ROCK TON 1,660.0
5 TRENCH COMPACTION TESTING LUMP SUM 1.0
6 ABANDON, FILL AND PLUG 21-INCH SANITARY SEWER LF 2,958.0
7 REMOVE AND PLUG 21-INCH SANITARY SEWER LF 1,863.0
8 ABANDON SANITARY SEWER MANHOLE EA 9.0
9 REMOVE SANITARY SEWER MANHOLE EA 6.0
10 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LUMP SUM 1.0
11 18-INCH SANITARY SEWER GRAVITY MAIN -DIRECTIONAL DRILLING LF 1,123.5
12 24-INCH SANITARY SEWER GRAVITY MAIN -OPEN CUT LF 371.5
13 48-INCH SANITARY SEWER GRAVITY MAIN -OPEN CUT LF 6,213.0
14 48-INCH SANITARY SEWER GRAVITY MAIN -TRENCHLESS LF 342.6
15 48-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 3.0
16 72-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
Special Provisions SP-2 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
17 84-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
18 96-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 5.0
19 120-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 4.0
20 48-INCH TEE-SECTION SANITARY SEWER MANHOLE, SW-305 EA 11.0
21 CONNECTION TO EXISTING SANITARY MANHOLE EA 1.0
22 6-INCH PCC PAVEMENT SY 25.4
23 8-INCH PCC PAVEMENT SY 373.8
24 8-INCH HMA PAVEMENT SY 923.1
25 6-INCH PCC CURB AND GUTTER LF 95.0
26 GRAVEL SURFACING SY 260.0
27 CURB AND GUTTER REMOVAL LF 95.0
28 PAVEMENT REMOVAL SY 1,582.3
29 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 1 SEED ACRE 1.10
MIX
30 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 2 SEED ACRE 7.11
MIX
31 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 4 SEED ACRE 1.10
MIX .
32 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 5 SEED ACRE 7.11
MIX
33 12-INCH WATTLES LF _ 8,396.8
34 DITCH CHECKS EA 30.0
35 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) SY 27,477.3
36 SWPPP REQUIREMENTS LUMP SUM 1.0
37 STORM SEWER MANHOLE,SW-401,48-INCH, EJ 1040 A COVER EA 1.0
38 STORM SEWER MANHOLE, SW-401, 60-INCH, EJ 1040 A COVER EA 1.0
39 INTAKE,SW-501 &SW-603 TYPE R GRATE EA 3.0
40 INTAKE,SW-501 &SW-604 TYPE 6 GRATE EA _ 7.0
41 CONNECTION TO EXISTING STORM SEWER STRUCTURE EA 1.0
42 APRON WITH FOOTING AND GUARD, 12-INCH EA 1.0
43 APRON WITH FOOTING AND GUARD, 18-INCH EA 1.0
44 STORM SEWER, DUCTILE IRON PIPE, 10-INCH DIA.-OPEN CUT LF 24.6
45 STORM SEWER, REINFORCED CONCRETE PIPE, 12-INCH DIA. -OPEN CUT LF 219.4
46 STORM SEWER, REINFORCED CONCRETE PIPE, 15-INCH DIA. -OPEN CUT LF 690.6
47 STORM SEWER, REINFORCED CONCRETE PIPE, 18-INCH DIA. -OPEN CUT LF 253.8
48 6-INCH PCC CURB AND GUTTER LF 70.0
49 GRAVEL SURFACING SY _ 14.5
50 PAVEMENT REMOVAL SY 1,221.0
51 REMOVE INTAKE EA 5.0
52 REMOVAL OF STORM SEWER LF 107.0
53 3-INCH HMA PATCH SY 356.0
54 6-INCH MODIFIED SUBBASE SY 356.0
55 EROSION STONE WITH ENGINEERING FABRIC TONS 13.0
56 HYDRAULIC SEEDING, FERTILIZING AND MULCHING ACRE 0.4
8. SHOP DRAWINGS, CERTIFICATES, AND EQUIPMENT LISTS
A. Submission of Drawings:
1. The Contractor shall submit to the Engineer all shop drawings and equipment
drawings or lists as called for in the contract documents or as requested by the
Engineer. Drawings and listings shall be complete and shall contain all required
detail information conveyed according to the latest recommended standards for
detailing.
Special Provisions SP-3 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Revised Per Addendum No. 1 -9/24/2021
2. The Contractor shall make any corrections required by the Engineer and submit the
revised shop or equipment drawings or listings for review. After review by the
Engineer, the shop or equipment drawings or listings will be so marked, dated,
signed by the Engineer, and forwarded to the Contractor for reproduction and
distribution.
B. Submission of Equipment Lists:
1. If requested in the contract documents, as soon as practicable after award of
contract and before any items of material or equipment are purchased, the
Contractor shall submit to the Engineer for review a complete list of the principal
fixtures and equipment to be incorporated into the work.
2. The Contractor shall also submit applicable brochures, technical data, catalogs,
cuts, diagrams, manufacturer's drawings and installation instructions, samples if
required, and other descriptive data including the complete description, trade
name, model number, type, size, and rating.
C. Engineer's Review:
1. Review by the Engineer shall not be construed as a complete check but will
indicate only that the general method of construction and detail is satisfactory. The
Engineer assumes no responsibility for errors in dimensions in the shop drawings
and assumes the Contractor will use material complying with requirements of the
contract documents or, where not specified, those of sound and reasonable quality,
and will erect the subjects of such shop drawings according to recognized
standards of first quality work or, when specified, according to standards of the
contract documents.
2. Any work done or material ordered by the Contractor prior to review by the
Engineer shall be at the Contractor's risk.
9. PROJECT RECORD DOCUMENTS
A. Maintain at the project site one record copy of the drawings, project manual, addenda,
change orders and other modifications to contract, field orders or clarifications, shop
drawings, field test records, and associated permits.
B. Provide one marked up set of drawings to Engineer at substantial completion for use in
preparation of record drawings.
C. Maintain record documents in clean dry, legible condition and in good order. Do not use
record documents for construction purposes. Make record documents available for
inspection by Engineer.
** * END OF SECTION * * *
Special Provisions SP-4 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Included as Part of Addendum No. 1 -9/24/2021
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
That we, of
(the"Principal"), and of
(the"Surety"), are held and firmly bound unto the City of Waterloo, Iowa
(the"Obligee"), in the penal sum of
Dollars ($ ), lawful money of the United States,for the payment of said sum in
connection with a contract(the"Contract")dated on or about for the
purpose of
. The Contract is incorporated herein by reference as though fully set forth herein.
Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the
Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the
essence, may promptly remedy the default, or shall promptly undertake to:
1. Complete the Contract in accordance with its terms and conditions; or
2. Obtain one or more bids for completing the Contract in accordance with its terms and
conditions, and upon determination by the Surety of the lowest responsible bidder, or
negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the
Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract
between such party and the Obligee. The Surety will make available as work progresses
sufficient funds to pay the cost of completion less the balance of the Contract price. The
cost of completion includes responsibilities of the Principal for correction of defective work
and completion of the Contract, the Obligee's legal and design professional costs resulting
directly from the Principal's default, and liquidated damages or actual damages if no
liquidated damages are specified in the Contract. The term "balance of the Contract price"
means the total amount payable by the Obligee to the Principal under the Contract and any
amendments thereto, less the amount properly paid by the Obligee to the Principal; or
3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount
as soon as practicable.
In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee
harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys'
fees and expenses.
Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent
to each and all of the following matters,without notice:
1. To any extension of time to the Contract in which to perform the Contract.
2. To any change in the plans, specifications, or Contract when such change does not involve
an increase of more than twenty percent(20%) of the total Contract price, and shall then be
released only as to such excess increase.
3. That no provision of this bond or of any other contract shall be valid which limits to less than
one (1) year from the time of the acceptance of the work the right to sue on this bond for
defect in workmanship or material not discovered or known to the Obligee at the time such
work was accepted.
Performance Bond PFB-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full
force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond.
Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or
neuter gender.
IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of
PRINCIPAL SURETY
Name Name
By: By:
Title: Title:
[attach Power of Attorney]
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is Partnership, all partners should execute BOND.
If this project includes Federal Funds, the following applies to the payment bond.
IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most
current list (Circular 570 as amended) and be authorized to transact business in the State where the
project is located.
Performance Bond PFB-2 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Included as Part of Addendum No. 1 -9/24/2021
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that
(Name of Contractor)
(Address of Contractor)
a
, hereinafter called Principal,
(Corporation, Partnership or Individual)
and,
(Name of Surety)
(Address of Surety)
hereinafter called Surety, are held and firmly bound unto
(Name of Owner)
(Address of Owner)
hereinafter called OWNER, in the penal sum of
Dollars ($ ) in lawful money of the United States, for the payment of which sum well and
truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain
contract with the OWNER, dated the day of , 20_, a copy of which
is hereto attached and made a part hereof for the construction of:
US HIGHWAY 63 SANITARY SEWER UPGRADES - PHASE I
CITY CONTRACT NO. 1037
WATERLOO, IOWA
NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms,
SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of
the WORK provided for in such contract, and any authorized extension or modification thereof, including
all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment
and tools, consumed or used in connection with the construction of such WORK, and all insurance
premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or
otherwise, then this obligation shall be void; otherwise to remain in full force and effect.
Payment Bond PB-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the WORK to be
performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its
obligation on this BOND, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS HEREOF, this instrument is executed in counterparts, each one
(number)
of which shall be deemed an original, this the day of 20
ATTEST:
Principal
(Principal)Secretary
(SEAL) By (s)
(Address)
Witness as to Principal
(Address)
Surety
ATTEST: By
Attorney-in-Fact
Witness as to Surety (Address)
(Address)
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is Partnership, all partners should execute BOND.
If this project includes Federal Funds, the following applies to the payment bond:
IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most
current list (Circular 570 as amended) and be authorized to transact business in the State where the
project is located.
Payment Bond PB-2 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Included as Pan i of Addendum No.1-9/24/2021
"General Decision Number: IA20210028 01/01/2021
Superseded General Decision Number: IA20200028
State: Iowa
Construction Types: Heavy and Highway
Counties: Adair, Adams, Allamakee, Appanoose, Audubon,
Benton, Black Hawk, Boone, Bremer, Buchanan, Buena Vista,
Butler, Calhoun, Carroll, Cass, Cedar, Cerro Gordo, Cherokee,
Chickasaw, Clarke, Clay, Clayton, Clinton, Crawford, Dallas,
Davis, Decatur, Delaware, Des Moines, Dickinson, Dubuque,
Emmet, Fayette, Floyd, Franklin, Fremont, Greene, Grundy,
Guthrie, Hamilton, Hancock, Hardin, Harrison, Henry, Howard,
Humboldt, Ida, Iowa, Jackson, Jasper, Jefferson, Johnson,
Jones, Keokuk, Kossuth, Lee, Linn, Louisa, Lucas, Lyon,
Madison, Mahaska, Marion, Marshall, Mills, Mitchell, Monona,
Monroe, Montgomery, Muscatine, O'Brien, Osceola, Page, Palo
Alto, Plymouth, Pocahontas, Polk, Pottawattamie, Poweshiek,
Ringgold, Sac, Shelby, Sioux, Story, Tama, Taylor, Union, Van
Buren, Wapello, Warren, Washington, Wayne, Webster, Winnebago,
Winneshiek, Woodbury, Worth and Wright Counties in Iowa.
EXCLUDES SCOTT COUNTY
HEAVY AND HIGHWAY CONSTRUCTION PROJECTS
Note: Under Executive Order (E0) 13658, an hourly minimum wage
of $10.95 for calendar year 2021 applies to all contracts
subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015.
If this contract is covered by the EO, the contractor must pay
all workers in any classification listed on this wage
determination at least $10.95 per hour (or the applicable
wage rate listed on this wage determination, if it is higher)
for all hours spent performing on the contract in calendar
year 2021. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least
the wage rate determined through the conformance process set
forth in 29 CFR 5.5 (a) (1) (ii) (or the EO minimum wage rate,
if it is higher than the conformed wage rate) . The EO minimum
wage rate will be adjusted annually. Please note that
this EO applies to the above-mentioned types of contracts
entered into by the federal government that are subject
to the Davis-Bacon Act itself, but it does not apply
to contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1 (a) (2) - (60) . Additional
1
information on contractor requirements and worker protections
under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
SUTA2020-001 10/18/2017
Rates Fringes
Carpenter & Piledrivermen
ZONE 1 $ 28 .52 14. 08
ZONE 2 $ 26.73 14. 08
ZONE 3 $ 26.73 14. 08
ZONE 4 $ 26.25 11.50
ZONE 5** $ 25.15 9.90
CONCRETE FINISHER
ZONE 1 $ 28.10 7.40
ZONE 2 $ 28 .10 7.40
ZONE 3 $ 28 .10 7.40
ZONE 4 $ 25.45 6.40
ZONE 5 $ 24 .40 6.40
ELECTRICIAN (STREET AND
HIGHWAY LIGHTING AND TRAFFIC
SIGNALS)
ZONE 1, 2, AND 3 $ 25.05 6 .80
ZONE 4 $ 23 .75 6.80
ZONE 5 $ 21.60 6 .80
IRONWORKER (SETTING OF
STRUCTURAL STEEL)
ZONE 1 $ 31.50 10. 90
ZONE 2 $ 29.41 10.90
ZONE 3 $ 29.41 11.20
ZONE 4 $ 27.35 9.90
ZONE 5** $ 25.50 9.45
LABORER
ZONE 1, 2 AND 3
GROUP A $ 23 .75 9.68
GROUP AA $ 26.13 9.68
GROUP B $ 21.90 9.68
GROUP C $ 18.82 9.68
ZONE 4
GROUP A $ 21.27 9.08
GROUP B $ 19. 95 9.08
GROUP C $ 17.07 9.08
ZONE 5
2
GROUP A $ 21.77 7.63
GROUP B $ 19.27 7.63
GROUP C $ 18 .42 7.63
POWER EQUIPMENT OPERATOR
ZONE 1
GROUP A $ 32 .55 14.90
GROUP B $ 31. 00 14.90
GROUP C $ 28.50 14.90
GROUP D $ 28.50 14. 90
ZONE 2
GROUP A $ 31.85 14.90
GROUP B $ 30.25 14. 90
GROUP C $ 27.70 14.90
GROUP D $ 27.70 14.90
ZONE 3
GROUP A $ 29.70 24 .65
GROUP B $ 27.90 24 .65
GROUP C $ 26.90 24 .65
GROUP D $ 26.90 24.65
ZONE 4
GROUP A $ 31.05 12.50
GROUP B $ 29. 91 12.50
GROUP C $ 27. 83 12.50
GROUP D $ 27. 83 12.50
ZONE 5
GROUP A $ 28.02 10.70
GROUP B $ 26. 98 10.70
GROUP C $ 25.25 10.70
GROUP D $ 24.25 10.70
TRUCK DRIVER (AND PAVEMENT
MARKING DRIVER/SWITCHPERSON)
ZONE 1 $ 24.45 11.15
ZONE 2
$ 24 .45 11.15
ZONE 3 $ 24.45 11.15
ZONE 4 $ 24.45 6.95
ZONE 5
$ 22.50 6 .95
ZONE DEFINITIONS
ZONE 1 The Counties of Polk, Warren, and Dallas for all
Crafts, and Linn County Carpenters only.
ZONE 2 The Counties of Dubuque for all Crafts and Linn County
for all Crafts except Carpenters.
ZONE 3 The Cities of Burlington, Clinton, Fort Madison,
Keokuk, and Muscatine (and abutting municipalities of any
such cities) .
ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson,
Louisa, Madison, and Marion Counties; Clinton County
(except the City of Clinton) , Johnson County, Muscatine
3
County (except the City of Muscatine) , the City of Council
Bluffs, Lee County and Des Moines County.
ZONE 5 All areas of the state not listed above.
LABORER CLASSIFICATIONS - ALL ZONES
GROUP AA - {Skilled pipelayer (sewer, water and conduits) and
tunnel laborers; asbestos abatement worker} (Zones 1, 2 and
3) .
GROUP A - Carpenter tender on bridges and box culverts; curb
machine (without a seat) ; deck hand; diamond & core drills;
drill operator on air tracs, wagon drills and similar
drills; form setter/stringman on paving work; gunnite
nozzleman; joint sealer kettleman; laser operator;
powderman tender; powderman/blaster; saw operator;
{pipelayer (sewer, water, and conduits) ; sign erector*;
tunnel laborer; asbestos abatement worker (Zones 4 and 5) ) ,
sign erector.
GROUP B - Air, gas, electric tool operator; barco hammer;
carpenter tender; caulker; chain sawman; compressor (under
400 cfm) ; concrete finisher tender; concrete processing
materials and monitors; cutting torch on demolition; drill
tender; dumpmen; electric drills; fence erectors; foLm line
expansion joint assembler; form tamper; general laborer;
grade checker; handling and placing metal mesh, dowel bars,
reinforcing bars and chairs; hot asphalt laborer;
installing temporary traffic control devices;
jackhammerman; mechanical grouter; painter (all except
stripers) ; paving breaker; planting trees, shrubs and
flowers; power broom (not self-propelled) ; power buggyman;
rakers; rodman (tying reinforcing steel) ; sandblaster;
seeding and mulching; sewer utility topman/bottom man;
spaders; stressor or stretcherman on pre or post tensioned
concrete; stringman on re/surfacing/no grade control;
swinging stage, tagline, or block and tackle; tampers;
timberman; tool room men and checkers; tree climber; tree
groundman; underpinning and shoring caissons over twelve
feet deep; vibrators; walk behind trencher; walk behind
paint stripers; walk behind vibrating compactor; water
pumps (under three inch) ; work from bosun chair.
GROUP C - Scale weigh person; traffic control/flagger,
surveillance or monitor; water carrier.
POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES
GROUP A - All terrain (off road) forklift; asphalt breakdown
roller (vibratory) ; asphalt laydown machine; asphalt plant;
asphalt screed; bulldozer (finish) ; central mix plant;
concrete pump; crane; crawler tractor pulling scraper;
directional drill (60, 000 (lbs) pullback and above) ;
dragline and power shovel; dredge engineer; excavator (over
4
M cu. yd. ) ; front end loader (4 cy and over) ; horizontal
boring machine; master mechanic; milling machine (over 350
hp) ; motor grader (finish) ; push cat; rubber tired backhoe
(over % cu. yd. ) ; scraper (12 Cu. yd. and over or finish) ;
Self-propelled rotary mixer/road reclaimer; sidebroom
tractor; slipform portland concrete paver; tow or push
boat; trenching machine (Cleveland 80 or similar)
GROUP B - Articulated off road hauler, asphalt heater/planer;
asphalt material transfer vehicle; asphalt roller; belt
loader or similar loader; bulldozer (rough) ; churn or
rotary drill; concrete curb machine; crawler tractor
pulling ripper, disk or roller; deck hand/oiler;
directional drill (less than 60, 000 (lbs) pullback) ;
distributor; excavator (1/2 Cu. yd. and under) ; form riding
concrete paver; front end loader (2 to less than 4 cu.
yd. ) ; group equipment greaser; mechanic; milling machine
(350 hp. and less) ; paving breaker; portland concrete dry
batch plant; rubber tired backhoe (1/2 cu. yd. and under) ;
scraper (under 12 cu. yd. ) ; screening, washing and crushing
plant (mobile, portable or stationary) ; shoulder machine;
skid loader (1 cu. yd. and over) ; subgrader or trimmer;
trenching machine; water wagon on compaction.
GROUP C - Boom & winch truck; concrete spreader/belt placer;
deep wells for dewatering; farm type tractor (over 75 hp. )
pulling disc or roller; forklift; front end loader (under 2
cu. yd. ) ; motor grader (rough) ; pile hammer power unit;
pump (greater than three inch diameter) ; pumps on well
points; safety boat; self-propelled roller (other than
asphalt) ; self-propelled sand blaster or shot blaster,
water blaster or striping grinder/remover; skid loader
(under 1 cu. yd. ) ; truck mounted post driver.
GROUP D - Boiler; compressor; cure and texture machine; dow
box; farm type or utility tractor (under 75 hp. ) pulling
disk, roller or other attachments; group greaser tender;
light plants; mechanic tender; mechanical broom; mechanical
heaters; oiler; pumps (under three inch diameter) ; tree
chipping machine; truck crane driver/oiler.
** CARPENTERS AND PILEDRIVERMEN, or IRONWORKERS (ZONE 5)
Setting of structural steel; any welding incidental to bridge
or culvert construction; setting concrete beams.
* ADDED CRAFT - SIGN ERECTOR
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
5
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017 . If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol .gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type (s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers" " that indicate whether the particular
rate is a union rate (current union negotiated rate for local) ,
a survey rate (weighted average rate) or a union average rate
(weighted union average rate) .
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e. , Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage deteimination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
6
2014 .
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014 . SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1. ) Has there been an initial decision in the matter? This can
be:
7
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2 . )
and 3 . ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2 . ) If the answer to the question in 1. ) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1. 8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc. ) that the requestor considers relevant to the issue.
3 . ) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4 . ) All decisions by the Administrative Review Board are final.
8
END OF GENERAL DECISION
9
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