HomeMy WebLinkAboutADDENDUM NO. 1 - CONTRACT 1144SHEET
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DATE: 2/27/2026
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DATE: 2/27/2026
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Handholes
Unless otherwise indicated on the plans, handholes shall be constructed as per these Specifications.
Except for fiber optics handholes, the Contractor may furnish a poured-in-place concrete handhole, with cast iron ring and cover, or a pre-cast concrete handhole, with cast iron ring and
cover, or a fiberglass handhole. Concrete pipe (referred to as Traffic Handhole), meeting AASHTO Specification designation M86 for non-reinforced or M170 Class III for reinforced, of
suitable length and diameter, and provided with cable hooks made with a minimum 1/4-inch diameter steel material. Cast iron ring and cover may be rated light duty for non-traffic areas
(155 pound minimum). Fiber optics handholes shall be as per plans.
Handholes on fill rural cross sections shall have a drain and drainpipe.
A crushed stone sump with a minimum depth of 18-inches shall be provided beneath all handholes.
The cover shall have the name “TRAFFIC” in 2-inch letters cast into the lid. The handhole shall be large enough to house loops in fiber optics cable as per manufacturer's recommendation
for minimum diameter of the fiber optics cable loop.
Frames and covers for handholes shall be cast iron and conform to the dimensions shown on the plans. The top of the handhole shall be set flush with the sidewalk or driveway surface.
When constructed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately 1-inch above the surface of the ground or as indicated on
plans.
The ends of the conduit leading into the handhole shall extend a minimum of 1-inch and not more than 2-inches beyond the inside wall. All conduits in the handhole shall slope inward in a
manner so as to provide drainage of water or condensation. Each handhole shall contain a minimum of two cable hooks. The hooks shall be permanently fastened to the inside wall near
the top of the handhole.
When precast concrete sections are used for handholes, the conduit entrances shall be neatly grouted between the conduit and the precast concrete. The handhole ring shall fit snugly
inside the precast concrete section. Grouting shall be done immediately after conduits are placed into the handhole to prevent washing in of debris.
After installation of handhole, all foreign debris, including but not limited to dirt, leaves, grout, concrete, cans, and glass, shall be removed before it will be accepted by the City.
All loop detector lead-in conductors shall be placed into a handhole prior to winter shut down.
Inductive Detector Loops
Loops in existing pavements shall be saw-cut using EDI PLB-24 prefabricated loops. Loops in new pavement shall be prefabricated and buried/embedded. All loops shall be individually
placed in pavement and terminated in handholes. Refer to the plans for loop connectivity. Each loop may be required to be on its own detection channel if so stated elsewhere in the plans.
Loop Wire. The loop wire shall be 600-volt stranded copper, No. 14 AWG, Type THWN, with UL approval. The loop wire shall be protected by a flexible vinyl plastic tubing of 3/16-inch inner
diameter, a minimum of 1/32-inch wall thickness, 1/4-inch outer diameter. The tubing shall also be highly abrasion resistant and have a smooth bore.
Detector Lead-In Cable (Home Run): Detector lead-in cable shall be No. 14 AWG, meeting the requirements of IMSA Specification 50-2 or latest revision thereof.
New Pavement Loop Cable: Shall be EDI PLH-24 prefabricated and designed to be overlaid with hot asphalt or embedded in Portland cement concrete. The cable connecting the loop to
the home run shall be part of the prefabricated loop and attached to it by the manufacturer. The loop cable and assembly shall be capable of direct placement under asphalt overlays or
concrete pavement without need for additional tubing. Each component of the prefabricated loop assembly, including the loop, the lead-in cable and the splice enclosure, shall be designed
to resist moisture penetration and to continue functioning under minor pavement cracking. The cable may be around 0.36 inch O.D. and shall be made with such material as to ensure long,
trouble free life. Splices are allowed only inside the handhole. All other connections shall be factory connected and sealed.
The Contractor shall obtain Engineer's field verification of all loop locations prior to beginning of construction.
If the prefabricated loop detector is destroyed before, during or after the paving operation, it will be replaced with another prefabricated loop detector even if this entails the removing of
several panels of concrete. Cost of replacement shall be the responsibility of the faulty party and no cost will be borne by the City.
Existing Pavement: Prefabricated inductive loops shall be saw cut in the pavement, with the width of cut being 3/8-inch and with a depth of 2-1/2 inches to 2-3/4 inches deep or as
recommended by the manufacturer. Sharp (120 degrees or less) corners shall be provided with an additional diagonal saw cut as shown in the plans unless the prefabricated loop
specifically does not require it. All saw cuts shall be overlapped sufficiently so that a full 2-1/2 inch to 2-3/4 inch depth of cut results around the entire perimeter of the loop. The cable
connecting the prefabricated loop to the home run shall be attached to the loop by the manufacturer.
For curbed streets, the saw cut shall be extended to the gutter line and a hole shall be drilled through the gutter line toward the handhole. No saw cut will be allowed into the curb face. For
non-curbed streets, the saw cut shall extend to a hole drilled near the edge of the pavement as shown on the plans. A length of 3/4-inch diameter PVC conduit shall be inserted and sealed
into the drilled hole from the outside edge of the pavement.
Prior to placement of wire, the saw cut shall be clean and free of water and all foreign materials that may cause premature failure. Loop wire, encased in plastic vinyl tubing, shall be placed
in the finished cut.
A backer rope or short pieces of backer rope of 3 to 4-inches shall be used, where necessary, to assure that the loop wire will remain at the bottom of the saw cut and not float up into the
sealant. All wire installation must be made without damage to the wire or its insulation. All damaged wire shall be replaced.
Loop testing completed in accordance with Section 2525.03.B.1.k of the Iowa DOT Standard Specifications. During saw cut and prefabrication loop testing, the City of Waterloo, the
Contractor, and/or Engineer shall be present during all testing procedures. Any loop that tests below the 100 mega ohms value shall be considered to be a faulty loop and shall be replaced.
After obtaining satisfactory test results, the loop shall be sealed with Pro-Seal 6006 EX, Ruscoe Q Seal 290S, 3M Detector Loop Sealant 5000 or approved equivalent. If an approved
equivalent is used, it must be approved by the City of Waterloo's Traffic Operations Department. The sealer shall be used strictly in accordance with the manufacturer's instructions. If
sealant is placed below recommended manufacturer's temperature requirements, i.e., placement during late fall and winter, the loop shall not be accepted until the outside air temperature is
at or above the manufacturer's temperature. The sealer shall be poured into the slot to half depth. When both the loop and lead-in slots are half filled, check for air bubbles or material pileup
and then proceed to fill the slots to roadway level. Excess sealant shall be removed by means of a “Squeegee.”
In all cases, there shall be neither a trough nor a mound formed. The sealer, when poured into a saw cut, should completely surround the wire, displace all air therein and completely fill the
area of the slot, except for that portion filled with the wire hold down material. Allow sufficient time for the sealer to harden in accordance with manufacturer's instructions before allowing
traffic to move over the area.
The saw slot filler shall be a 2-component system, high viscosity liquid or approved equal formulated for use in sealing inductive wire loops and leads embedded in asphalt concrete and
Portland cement concrete. The saw slot filler shall be useable on grades of 15 percent or less without excessive flow of material, unless otherwise approved by the Engineer.
The Engineer shall approve the sealer. Approval of other sealants shall be based on Specifications and/or test data about their physical properties, performance properties and chemical
resistance. The cured sealer shall be unaffected by oils, gasoline, grease, acids, and most alkalis. The mixing of components and the filling of the cut shall be in accordance with the
directions of the manufacturer.
After completion of the sealing, the loop shall be final tested, as described in paragraph above. Completed sealed loop must pass continuity and resistance test prior to being accepted.
Loop Splicing: The electrical splice between the loop lead-in cable to the controller and the loop wire shall be soldered using dipped or resin core solder and provided with a watertight
protective covering for the spliced wire, the shielding on the loop lead-ins and the end of the tubing containing the loop wires. No torch soldering will be allowed. Remove the insulation from
each conductor of a pair of lead-in cable conductors for 1-inch and scrape both copper conductors with knife until bright. Remove the plastic tubing from the loop wires for 1-1/2 inches.
Remove the insulation from the loop wires for 1-inch and scrape both copper conductors with knife until bright. Solder the loop wires together where needed for series connection and to the
lead-in wires and cover with a wire nut twisted on tightly. Cover the exposed shielding, drain wire and wire nut splices with a fast-drying brush-up type sealant and bonding compound
manufactured for this purpose to protect surfaces against moisture, corrosion and other contaminants. The compound shall withstand Iowa's extreme weather conditions. Any unused loop
lead-in wire shall have the end of it also covered with the appropriate product designed and manufactured for this purpose.
Conduits
All conduits, except fiber optic conduits, shall be High-Density Polyethylene (HDPE) SDR 11. HDPE conduits shall be rigid high-density polyethylene meeting the
requirements of NEMA TC-7 and applicable UL standards.
All conduits, except fiber optic conduits, buried in open trenches shall be placed a minimum of 36-inches deep and shall extend a minimum of 3-feet 6-inches from the back
of curb unless otherwise directed by the Engineer. Open trench methods of placing conduit will be permitted except where the conduit is to be placed under existing
pavement. Conduit in pavement areas shall be placed to a minimum depth of 24-inches below the finished pavement surface or as directed by the Engineer.
Fiber optic conduits shall be installed at least 42-inches below grade.
The backfill materials from the placement of conduit in open trenches shall be deposited in the trench in layers not to exceed 6-inches in depth and each layer shall be
thoroughly compacted before the next layer is placed. All cinders, broken concrete, or other hard abrasive materials shall be removed and shall not be used in the backfill
material. All surplus material shall be removed from the public right-of-way and properly disposed. Whenever excavation is made across parkways, driveways, or sodded
areas, the sod, topsoil, crushed stone, or gravel shall be replaced or restored as nearly as possible to its original grade, and the grade involved shall be left in a neat and
presentable condition.
Concrete sidewalks, pavements, base courses, and bituminous surfaces shall be replaced with new materials.
Underground conduits shall be laid at a distance of at least 6-inches from any water line or other utility line.
When the plans require the conduit to be placed without disturbing the existing pavement, the term “pushed” is used. Pushed conduit shall be placed by jacking, pushing,
boring, or any other means necessary to place the conduit without cutting or removing pavement. The size of a bored hole shall not exceed the outside diameter of the
conduit, which is to be placed. Tunneling under the pavement or water jetting will not be permitted. Pits for boring shall not be closer than 2-feet to the back of the curb
unless otherwise directed by the Engineer.
When it is impractical to push the conduit under pavement due to unanticipated obstructions, the Contractor may, with the Engineer's permission, cut the existing
pavement.
Where conduit is to be placed by trenching methods under existing asphaltic pavement, an 8-inch wide by 24-inch deep trench shall be opened along neat lines. The trench
shall be backfilled with crushed stone, acceptable to the Engineer, filled with Class M high-early strength concrete to within 4-inches of the surface level. The concrete shall
be allowed to set for a minimum of 48-hours without being exposed to traffic. The final 4-inches of backfill shall be a hot mix asphalt plant mix acceptable to the Engineer.
A polyester pull tape with at least 1,250-2,500 lbs tensile strength shall be installed in all conduits, which is identified on the plans for future use. At least 2-feet of pull rope
shall be doubled back into the conduit at each termination.
Conduit shall be laid to drain and 1-inch drains with crushed stone sumps shall be installed as shown on the plans and at all low points.
The backfill shall be mechanically compacted in 6-inch layers to a density equal to that of the surrounding material. Conduit shall be connected to existing and new light
bases and junction boxes. All required fittings shall be furnished and installed by the Contractor to provide a continuous, enclosed conduit system between poles. Conduit
under pavement and driveways shall be rigid steel conduit or HDPE SDR 11 in accordance with Iowa DOT Specification Section 4185.09 of the Standard Specifications. All
trenches shall be backfilled with material containing no broken pieces of concrete or asphalt, stone, brick, wood, or other unsuitable material including nested clods.
All conductors and wiring shall be furnished as new material and installed by the Contractor and shall conform to Iowa DOT Specification 2525 of the Standard
Specifications.
All unused conduits, whether for future use or for later use in the project, shall be capped.
All conduits shall be sloped to drain toward the nearest handhole, and if this should prove to be impractical, then a conduit drain shall be provided with crushed stone
drainage sumps at all low points, as detailed in the plans for traffic signal bases. A permeable membrane to keep sand from washing back into the conduit shall be installed
at the conduit drain.
Fiber optics conduit shall be high-density polyethylene (HDPE) with a minimum wall thickness of 0.07 inch and shall consist of a shell or sleeve tube, over-sheathing at
least 4 inner tubes. Inner tubes shall be rated for direct burial and shall have a minimum OD/ID of 16/13. Inner tubes shall be ridged longitudinally inside and shall have a
smooth surface outside. The inside surface of the inner tubes shall have a low friction permanent lining to reduce friction during cable placement. A tracer wire shall be
installed as indicated on the plans. The whole outer tube and inner tubes package shall be rated for direct bury and shall be suitable for boring under existing pavement.
TRAFFIC LOOP INSTALLATION
SHEET
ADD-02
DATE: 2/27/2026
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ENTIRE PREFAB LOOP ASSEMBLY SHALL BE IN ONE PIECE WITH SPLICES
ONLY IN HANDHOLES AND IT SHALL BE MANUFACTURED FOR USE IN HOT
MIX ASPHALT OR PORTLAND CEMENT CONCRETE PAVEMENT AS CALLED
FOR ON THE PLANS.
2 OR 3 PREFAB LOOP CABLES
SECTION A-A
A
A
A
O
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R
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6
F
T
P.V.C. "T" FACTORY SEALED CONDULET
1/2" P.V.C. CONDUIT WITH
SHIELDED NO. 14 AWG PAIR TO
NEAREST HANDHOLE
PREFABRICATED DETECTOR LOOP
NO SCALE
WIRE
GROUT AROUND CONDUITS
LEAVE SLACK
CABLE HOOKS
NOT TO SCALE
HANDHOLE
18" MIN.
18" MIN.
36" MIN.
GRADE
FINISH
AGGREGATE
COARSE CONCRETE PIPE
24" DIA. 2000D
1 "
26 1/2"
22 1/4"
20 1/2"
GRADATION #3
(BY OTHERS)
AND COVER 155 LB..
MIN. WEIGHT RING
"TRAFFIC"
LABELED
LETTERING.
INCLUDE 2"
COVERS SHALL
SOLID COVER
TRAFFIC
FORM OF BID CONRACT NO. 1144 Page 1 of 6
FORM OF BID OR PROPOSAL
F.Y. 2026 BROADWAY STREET RECONSTRUCTION PROJECT
CONTRACT NO. 1144
CITY OF WATERLOO, IOWA
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 the City Engineer
of the City of Waterloo 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
this F.Y. 2026 BROADWAY STREET RECONSTRUCTION PROJECT, Contract No. 1144, all in accordance
with the above-listed documents and for the unit prices for work in place for the following items and
quantities:
FY 2026 BROADWAY STREET RECONSTRUCTION PROJECT CONTRACT NO.1144
ROADWAY CONSTRUCTION
BID
ITEM
SUDAS
SPECIFICATION
* SEE
SUPPLEMENTAL
DESCRIPTION UNIT BROADWAY
ST QTY
UNIT BID
PRICE TOTAL BID PRICE
DIVISION 1 - GENERAL
PROVISIONS AND COVENANTS
1 1070-302 RAILROAD INSURANCE, CN
RAILROAD LS 1.0 $ $
2 SEE EST. REF. RAILROAD FLAGGING, CN
RAILROAD
EACH
/ DAY 20.0 $ $
SUBTOTAL GENERAL PROVISIONS AND COVENANTS = $
DIVISION 2 - EARTHWORK
3 2010-108-D-1 * TOPSOIL, 4 INCHES, ON SITE SY 13,768.0 $ $
4 2010-108-D-3 * TOPSOIL, 6 INCHES, OFF SITE SY 3,749.0 $ $
5 2010-108-E * EXCAVATION, CLASS 10,
ROADWAY AND BORROW CY 25.0 $ $
6 SEE EST. REF. EXCAVATION, CLASS 10, WASTE CY 6,325.0 $ $
7 2010-108-F * EXCAVATION, CLASS 10, BELOW
GRADE CY 952.0 $ $
8 2010-108-G * SUBGRADE PREPARATION SY 44,874.0 $ $
FORM OF BID CONRACT NO. 1144 Page 2 of 6
9 2010-108-J * SUBBASE, MODIFIED, 10-INCH SY 44,874.0 $ $
10 IADOT 2121 GRANULAR SHOULDER, TYPE B, 4
INCH DEPTH SY 13,382.0 $ $
SUBTOTAL EARTHWORK = $
DIVISION 4 - SEWERS AND
DRAINS
PIPE CULVERTS
11 4030-108-B PIPE APRON, RCP, 18-INCH EACH 2.0 $ $
12 4030-108-C FOOTINGS FOR CONCRETEPIPE
APRON, 18-INCH
EACH 2.0
$ $
13 4030-108-D PIPE APRON GUARD, RCP, 18-INCH EACH 2.0 $ $
SUBDRAINS
14 4040-108-A * SUBDRAIN, TYPE SP, 6 INCH LF 12,013.0 $ $
15 4040-108-C SUBDRAIN CLEANOUT, TYPE A-1,
6-INCH EACH 2.0 $ $
16 4040-108-D * SUBDRAIN OUTLET TO
STRUCTURE, 6 INCH EACH 31.0 $ $
SUBTOTAL SEWERS AND DRAINS = $
DIVISION 6 - STRUCTURES
FOR SANITARY AND STORM
SEWERS
17 6010-108-B * INTAKE, SW-511 EACH 1.0 $ $
18 6010-108-B * INTAKE, SW-512, 24 INCH,
WATERLOO 1040 A COVER ONLY EACH 16.0
$ $
19 6010-108-E-1 MANHOLE ADJUSTMENT, MINOR,
SW-301, 48" EACH 11.0 $ $
20 6010-108-F-1 MANHOLE ADJUSTMENT, MAJOR,
SW-402, 60" EACH 1.0 $ $
21 6010-108-G CONNECTION TO EXISTING
MANHOLE OR INTAKE, SUBDRAIN
EACH
4.0 $ $
22 6010-108-H * REMOVE INTAKE, STORM EACH 1.0 $ $
SUBTOTAL STRUCTURES FOR SANITARY AND STORM SEWERS = $
DIVISION 7 - STREETS AND
RELATED WORK
PCC PAVEMENT
23 7010-108-A;
302 *
PAVEMENT, PCC, 9 INCH, C-SUD
OR C-4WR, CL 3 AGG SY 37,663.0 $ $
24 7010-108-E CURB & GUTTER, 24-INCH WIDE,
9-INCH DEPTH, PCC, C-4 LF 60.0
$ $
FORM OF BID CONRACT NO. 1144 Page 3 of 6
25 7010-108-I; 302
*
PCC PAVEMENT SAMPLES AND
TESTING LS 1.0 $ $
ASPHALT PAVEMENT
26 7020-108-A HMA, STANDARD TRAFFIC (ST)
SURFACE, 1/2", PG-58-28H, NO
FRICTION
TON 58.0
$ $
SIDEWALKS, SHARED USE
PATHS, AND DRIVEWAYS
27 7030-108-C SHARED USE PATH, PCC, 9-INCH,
C-4 SY 46.2 $ $
28 7030-108-C SHARED USE PATH, PCC, 6-INCH,
C-4 SY 110.2 $ $
29 7030-108-E * SIDEWALK, PCC, 6-INCH, C-4 SY 46.0 $ $
30 7030-108-E * SIDEWALK, PCC, 4-INCH, C-4 SY 186.2 $ $
31 7030-108-G * DETECTABLE WARNINGS SF 150.0 $ $
32 7030-108-H-1 DRIVEWAY, PCC, 6-INCH, C-4 SY 27.8
33 7030-108-H-1 DRIVEWAY, PCC, 5-INCH, C-4 SY 24.3 $ $
PAVEMENT REHABILITATION $ $
34 7040-108-G MILLING SY 320.0
35 7040-108-H * PAVEMENT REMOVAL SY 35,730.0 $ $
36 7040-108-I CURB & GUTTER REMOVAL LF 60.0 $ $
SUBTOTAL STREETS AND RELATED WORK = $
DIVISION 8 - TRAFFIC
CONTROL
TRAFFIC SIGNALS
37 8010-108-A * TRAFFIC SIGNAL, FOUNDATION
ONLY LS 1.0 $ $
38 8010-108-B * TEMPORARY TRAFFIC SIGNALS EACH 2.0 $ $
39 8010-108-C * TRAFFIC SIGNAL REMOVAL, POLE
AND FOUNDATION ONLY LS 1.0
$ $
40 8010-201-A-2 PRECAST TRAFFIC HANDHOLE,
TYPE I, 4-FT DEPTH EACH 9.0
$ $
41 8010-201-B 2-INCH CONDUIT,PVC,SCH 80 LF 2,330.0 $ $
42 8010-201-C TRAFFIC SIGNAL WIRE LF 1,200.0 $ $
43 SEE EST. REF. TRAFFIC LOOP WIRE LF 8,200.0 $ $
44 SEE EST. REF. REMOVE TRAFFIC HANDHOLE EACH 4.0 $ $
45 SEE EST. REF. REMOVE EXISTING TRAFFIC
CONDUIT LF 2,210.0 $ $
46 SEE EST. REF. TRAFFIC HANDHOLE
ADJUSTMENT, MINOR, 24" EACH 10.0 $ $
PAVEMENT MARKINGS
FORM OF BID CONRACT NO. 1144 Page 4 of 6
47 8020-108-B PAINTED PAVEMENT MARKINGS,
WATERBORNE STA 168.90 $ $
48 8020-108-F WET, RETROFLECTIVE REMOVABLE
TAPE MARKINGS STA
1.32 $ $
49 8020-108-G PAINTED PAVEMENT MARKINGS,
WATERBORNE, TEMPORARY EACH
2.14 $ $
50 8020-108-H * CROSSWALK BAR, 2' X 10',
THERMOPLASTIC LF 215.0 $ $
51 8020-108-H * PRECUT SYMBOLS AND LEGENDS,
THERMOPLASTIC EACH 8.0 $ $
TEMPORARY TRAFFIC CONTROL
52 8030-108-A * TEMPORARY TRAFFIC CONTROL LS 1.0 $ $
53 8030-108-A * PORTABLE DYNAMIC MESSAGE
SIGNS
EACH
/ DAY 56.0 $ $
54 8030-2.02 DIRECTIONAL SIGNS, PER DETAILS EACH 100.0 $ $
55 IADOT 2528-
2518010 SAFTEY CLOSURE EACH 12.0 $ $
SUBTOTAL TRAFFIC CONTROL = $
DIVISION 9 - SITE WORK AND
LANDSCAPING
SEEDING
56 9010-108-B *
HYDRAULIC SEEDING, FERTILIZING
AND MULCHING - TYPE 1 SEED ,
MECHANICALLY BONDED FIBER
MATRIX
SY 17,517.0
$ $
EROSION AND SEDIMENT
CONTROL
57 9040-108-N-1 SILT FENCE OR SILT FENCE DITCH
CHECK, INSTALLATION LF 3,972.0 $ $
58 9040-108-N-2 * SILT FENCE OR SILT FENCE DITCH
CHECK, REMOVAL OF SEDIMENT LF
3,972.0 $ $
59 9040-108-N-3 SILT FENCE OR SILT FENCE DITCH
CHECK, REMOVAL OF DEVICE LF
3,972.0 $ $
60 9040-108-Q-2 * EROSION CONTROL MULCHING,
HYDROMULCHING SY 12,959.0
$ $
61 9040-108-T-1 * INLET PROTECTION DEVICE,
INSTALLATION, DROP-IN EACH 2.0 $ $
FORM OF BID CONRACT NO. 1144 Page 5 of 6
62 9040-108-T-1 * INLET PROTECTION DEVICE,
INSTALLATION, SURFACE-APPLIED EACH 8.0
$ $
63 9040-108-T-2 * INLET PROTECTION DEVICE,
MAINTENANCE EACH 10.0 $ $
SUBTOTAL SITE WORK AND LANDSCAPING = $
DIVISION 11 -
MISCELLANEOUS
64 11010-108-A CONSTRUCTION SURVEY LS 1.0 $ $
65 11020-108-A MOBILIZATION LS 1.0 $ $
66 11,050-108-A CONCRETE WASHOUT LS 1.0 $ $
67 SEE EST. REF. TEMPORARY PAVING, 6 INCH PCC
OR 6 INCH HMA SY 57.0 $ $
SUBTOTAL MISCELLANEOUS = $
ADDENDUM NO. 1
68 SEE EST. REF. PREFORMED DETECTOR LOOP EACH 37.0 $ $
SUBTOTAL ADDENDUM NO. 1 = $
TOTAL 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.
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.
FORM OF BID CONRACT NO. 1144 Page 6 of 6
9. The bidder has received the following Addendum or Addenda:
Addendum No. Date
10. 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.