HomeMy WebLinkAboutBID OR PROPOSAL FORM OF BID OR PROPOSAL
F.Y. 2020 COURTLAND ST., JEFFERSON ST. AND MULBERRY ST.
RECONSTRUCTION PROGRAM
CONTRACT NO. 1015
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. 2020 COURTLAND ST.,
JEFFERSON ST. AND MULBERRY ST._RECONSTRUCTION PROGRAM, Contract No. 1015, all
in accordance with the above-listed documents and for the unit prices for work in place for the
following items and quantities:
FY 2020 COURTLAND ST., JEFFERSON ST. AND MULBERRY ST.
RECONSTRUCTION PROGRAM
CONTRACT NO. 1015
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL DIVISION I-STREET RECONSTRUCTION UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
DIVISION 2-EARTHWORK
1 2010-108-D * TOPSOIL,4 INCHES, ON OR OFF SITE SY 1,515.00 $ $
2 2010-108-E-0 * EXCAVATION, CLASS 10 CY 5,970.00 $ $
SUBGRADE TREATMENT,WOVEN
3 2010-108-H* —
GEOTEXTILE SY 2,000.00 $ $
4 2010-108-I * SUBBASE, MODIFIED TON 7,920.00 $ $
5 SP#2 CLASS 10, SPECIAL SUBGRADE MATERIAL CY 250.00 $
SUBTOTAL BASE BID EARTHWORK $
DIVISION 4-SEWERS AND DRAINS-
SANITARY
SANITARY SEWER GRAVITY MAIN, TRENCHED,6 4010-108-A-1
PVC, 30 INCH LF 360.00 $ $
SANITARY SEWER GRAVITY MAIN, TRENCHED,7 4010-108-A-1 *
PVC, 18 INCH LF 49.00 $ $
FORM OF BID CONRACT NO. 1015 Page 1 of 7
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL DIVISION 1-STREET RECONSTRUCTION UNIT BID TOTAL BID
ITEM SP SPCL PROV DESCRIPTION (CONTINUED) UNIT EST QTY PRICE PRICE
SANITARY SEWER GRAVITY MAIN,TRENCHED,
8 4010-108-A-1 *
TRUSS, 12 INCH LF 628 00 $ $
SANITARY SEWER GRAVITY MAIN, TRENCHED,
9 4010-108-A-1 *
TRUSS, 10 INCH LF 1,043,00 $ $
SANITARY SEWER GRAVITY MAIN,TRENCHED,
10 4010-108-A-1 *
TRUSS,8 INCH LF _ 34.00 $ $
11 4010-108-E-0 * SANITARY SEWER SERVICE STUB/RENEW,
SDR 23.5,6 INCH LF 1,513.00 $ $
SANITARY SEWER ABANDONMENT, FILL AND
12 4010-108-L-2
PLUG, 30 INCH LF 361.00 $ $
SANITARY SEWER ABANDONMENT, FILL AND
13 4010-108-L-2
PLUG, 12 INCH LF 183.00 $ $
14 SP#5 SANITARY SEWER SERVICE,TRACE EACH_ 8.00 $ $
15 SANITARY SEWER SERVICE, DYE TEST
SP#4 INVESTIGATION EACH 13 00 $ $
16 SANITARY SEWER SERVICE, UNDERGROUND
SP#3 INVESTIGATION EACH 2.00 $ $
DIVISION 6-STRUCTURES FOR SANITARY
SEWERS
16 6010-108-A-0 * MANHOLE, SW-301, 72" EACH 1.00 $ _ $
17 6010-108-A-0 * MANHOLE, SW-301, 60" EACH 2.00 $ $
18 6010-108-A-0 * MANHOLE, SW-301.48" EACH 1.00 $ $
19 6010-108-H-0 * REMOVE MANHOLE, SANITARY EACH 2.00 $ $
20 REMOVE MANHOLE,TOP SECTIONS AND FILL
SP# 14 BASE SECTION EACH 2.00 $ $
SUBTOTAL BASS BID SANITARY SEWER
DIVISION 4-SEWERS AND DRAINS-STORM
STORM SEWER,TRENCHED, RCP 2000D,27
21 4020-108-A-1 *
INCH _ LF 73 00 $ $
22 4020-108-A-1 * STORM SEWER,TRENCHED, RCP 2000D, 18
INCH LF 381.00 $ _ $ _
23 4020-108-A-1 STORM SEWER,TRENCHED, RCP 2000D, 15
INCH LF 1,046.00 $ $
STORM SEWER,TRENCHED, RCP 2000D, 12
24 4020-108-A-1 *
INCH _ LF 335.00 $ $
REMOVAL OF STORM SEWER. RCP, LESS
25 4020-108-D-0 *
THAN OR EQUAL TO 36 INCH LF 733.00 $ $
26 4040-108-A-0 SUBDRAIN,TYPE SP,6 INCH _ LF 5,344.00 $ $
27 4040-108-A-0 SUBDRAIN,TYPE SP,4 INCH LF 20.00 $ $
SUBDRAIN OUTLETS AND CONNECTIONS,
28 4040-108-D-0
CMP, 6 INCH EACH 35.00 $ $
STORM SEWER SERVICE STUB, TYPE S,4
29 4040-108-E-0
INCH LF 286.00 $ $
DIVISION 6-STRUCTURES FOR STORM
SEWERS
30 6010-108-A-0 * MANHOLE, SW-401, 48" EACH 2.00 $ $
31 6010-108-A-0 MANHOLE, SW-406, SHALLOW RECTANGULAR EACH 1.00 $ $
32 SP#15 MANHOLE,TYPE C, 10 FT X 4 FT EACH 2.00 $ $
33 6010-108-B-0 INTAKE, SW-501, SINGLE GRATE EACH 2.00 $ $
INTAKE, SW-504, SINGLE GRATE W/FLUSH
34 6010-108-B-0
TOP MANHOLE EACH 1.00 $ $
35 6010-108-B-0 CONNECTION TO EXISTING STRUCTURE, PIPE EACH 2 00 $ $
36 CONNECTION TO EXISTING INTAKE, DRAIN
6010-108-G-0 TILE EACH 16.00 $ $
FORM OF BID CONRACT NO. 1015 Page 2 of 7
SUDAS ,
SPECIFICATION
*SEE
BID SUPPLEMENTAL DIVISION I-STREET RECONSTRUCTION UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION (CONTINUED) UNIT EST QTY PRICE PRICE
37 6010-108-H-0 * REMOVE MANHOLE OR INTAKE, STORM EACH 1 00 $ $
38 INTAKE, SW-507, REMOVE AND REPLACE
SP#15 SPECIAL SHAPING AND TOP EACH 1.00 $ $
39 INTAKE, SW-501, REMOVE AND REPLACE
SP#15 BOXOUT EACH 7.00 $ $
40 INTAKE, SW-505, REMOVE AND REPLACE
SP#15 BOXOUT EACH 25.00 $ $
41 FURNISH AND INSTALL SW-602 TYPE G
SP#14 CASTING EACH 2.00 $ $
42 FURNISH AND INSTALL SW-603 TYPE R
SP# 14 CASTING EACH 3.00 $ $
SUBTOTAL BASE BID STORM SEWER
DIVISION 5-WATER MAINS AND
APPURTENANCES
43 5010-108-E-1 WATER SERVICE PIPE, COPPER, 3/4 INCH LF 201.00 $ $
44 5010-108-E-2 WATER SERVICE CORPORATION, 3/4 INCH EACH 10.00 $ $
45 5010-108-E-3 * WATER SERVICE CURB STOP, 3/4 INCH EACH 10.00 $ $
46 5010-108-E-3 * WATER SERVICE CURB BOX, 3/4 INCH EACH 10.00 $ $
47 5010-108-E-1 WATER SERVICE PIPE, COPPER, 1.5 INCH LF 20.00 $ $
48 5010-108-E-3 * WATER SERVICE CURB STOP, 1.5 INCH EACH 1.00 $ $
WATER SERVICE MASTER CURB BOX, 1.5
49 5010-108-E-3 *
INCH EACH 1.00 $ $
TAPPING SLEEVE AND CORPORATION FOR 1.5
50 5010-108-E-3
INCH SERVICE EACH 1 00 $ $
51 CONVERT WATER VALVE MANHOLE TO
SP#10 ROADBOX EACH 3.00 $ $
52 SP#8 WATER SERVICE KILL EACH 17.00 $ $
53 SP#8 WATER SERVICE KILL, FIRE LINE, 4 INCH EACH 1.00 $ $
54 SP#9 LOWER WATER SERVICE,3/4" OR 1" EACH 6.00 $ $
55 WATER SERVICE, UNDERGROUND
SP#11 INVESTIGATION EACH 4 00 $ $
SUBTOTAL BASE BID WATER APPURTENANCES $
DIVISION 7-STREETS AND RELATED WORK
PCC PAVEMENT
56 7040-108-A-0 REMOVE AND REPLACE 3" HMA/7" PCC, C-4 SY 15.00 $ $
57 7040-108-A-0 REMOVE AND REPLACE 4.5" HMA/7"PCC, C-4 SY 90.00 $ $
58 7010-108-A-0 PAVEMENT, PCC, 7 INCH, C-SUD SY 3,420.00 $ $
59 7010-108-A-0 PAVEMENT, PCC, 9 INCH, C-SUD SY 8,781.00 $ $
CURB AND GUTTER,24 IN WIDE, 6 IN THICK,
60 7010-108-E-0
C-4, MISCELLANEOUS LF 30.00 $ $
61 7010-108-E-0 CURB AND GUTTER,24 IN WIDE, 10 IN THICK,
C-4, MISCELLANEOUS LF 27.00 $ $
62 7010-108-I-0 PCC PAVEMENT SAMPLES AND TESTING LS 1.00 $ $
63 7010-3.04 COLD WEATHER CONCRETE PROTECTION SY 693.50 $ $
64 7010,3.02,J * LINSEED OIL TREATMENT SY 693.50 $ $
HMA PAVEMENT
65 7020-108-B-0 MISCELLANEOUS HMA, 7.5 INCH SY 62.00 $
SIDEWALKS,SHARED USE PATHS AND
DRIVEWAYS
66 7030-108-A-0 REMOVAL OF SIDEWALK AND DRIVEWAY SY 1,151.00 $ $
67 7030-108-A-0 REMOVAL OF SIDEWALK, MISCELLANEOUS SY 490.00 $ $
68 7030-108-E-0 SIDEWALK, PCC C-4,4 INCH, C-4 SY 449.30 $ $
SIDEWALK, PCC C-4,6 INCH PEDESTIAN
69 7030-108-E-0
RAMP, C-4 SY 201.00 $ $
FORM OF BID CONRACT NO. 1015 Page 3 of 7
SUDAS 1
SPECIFICATION
*SEE
BID SUPPLEMENTAL DIVISION I--STREET RECONSTRUCTION UNIT BID TOTAL BID
ITEM SP=SPCL,PROV DESCRIPTION(CONTINUED) UNIT EST QTY PRICE PRICE
70 7030-108-E-0 SIDEWALK, PCC C-4, CLASS A THICKENED
EDGE LF 492.00 $ $
BRICK/PAVER SIDEWALK WITH BASE,AS PER
71 7030-108-F-0
DETAIL,TYPE 1 PAVER SY _ 6.50 $ $
BRICK/PAVER SIDEWALK WITH BASE,AS PER
72 7030-108-F-0
DETAIL,TYPE 2 PAVER SY _ 24.60 $ $
REMOVAL OF BRICK/PAVER, SALVAGE AND
73 7030-108-F-0
REPLACE,AS PER DETAIL SY 72.80 $ $
74 7030-108-G-0 DETECTABLE WARNING SF 284.00 $ $
DETECTABLE WARNING, UNILOCK A.D.A.
75 7030-108-G-0
PAVERS,TYPE 4 PAVER SF 36.00 $ $
DRIVEWAY AND SIDEWALK, PAVED, PCC,6
76 7030-108-H-1
INCH, C-4 SY 412 00 $ $
77 7030-108-H-1 DRIVEWAY AND SIDEWALK, PAVED, PCC, 5
INCH, C-4 SY 209.50 $ $
78 7030-108-H-2 DRIVEWAY, GRANULAR TON 5.00 $ $
PAVEMENT REHABILITATION
79 7040-108-H-0 * PAVEMENT REMOVAL, CONCRETE SY 12,499 00 $ , $ j
SUBTOTAL STREETS AND RELATED WORK $ .
DIVISION 8-PAVEMENT MARKING AND
TRAFFIC CONTROL
PAVEMENT MARKINGS
PAINTED PAVEMENT MARKINGS,
80 8020-108-B-0
SOLVENT/WATERBOURNE STA 35.56 $ $
81 8020-108-G-0 PAINTED SYMBOLS AND LEGENDS EACH 16.00 $ $
82 8020-108-K-0 PAINTED PAVEMENT MARKINGS, REMOVED STA 9.34 $ $
83 8020-108-L-0 SYMBOLS AND LEGENDS REMOVED EACH 16.00 $ $
TEMPORARY TRAFFIC CONTROL
84 8030-108-A-0 TEMPORARY TRAFFIC CONTROL LS 1.00 $ $
SUBTOTAL PAVEMENT MARKINGS AND TRAFFIC CONTROL
DIVISION 9-SITE WORK AND LANDSCAPING
SEEDING
HYDRAULIC SEEDING, SEEDING, FERTILIZING
85 9010-108-B-0
AND MULCHING SY 3,945.00 $ $
86 9010-108-E-0 * WARRANTY SY 1,183.50 $ $
EROSION AND SEDIMENT CONTROL
87 9040-108-E-0 TEMPORARY RECP,WOOD EXCELSIOR MAT SY 450.00 $ $
88 9040-108-F-1 WATTLE, STRAW,6 INCH LF 300.00 $ $
89 9040-108-F-2 WATTLE, REMOVAL LF 300.00 $ $
EROSION CONTROL MULCHING,
90 9040-108-Q-2
HYDROMULCHING SY 2,324 00 $ $
INLET PROTECTION DEVICE, INTERMEDIATE
91 9040-108-T-1 *
AND DROP IN EACH 22 $ $
92 9040-108-T-2 * INLET PROTECTION DEVICE, MAINTENANCE EACH 23.00 $ $
SUBTOTAL SITE WORK AND LANDSCAPING $
DIVISION 11 -MISCELLANEOUS
CONSTRUCTION SURVEY
93 11010-108-A CONSTRUCTION SURVEY LS 1.0000 $ $
94 11,050-108-A-0 CONCRETE WASHOUT LS 1.00 $ $
95 7040-3.02-A SAW CUT LF 799.00 $ $
96 SEE ESTIMATE REMOVE, SALVAGE AND REINSTALL BIKE LS 1.00
REFERENCE RACKS $ $
SUBTOTAL'NI#SCELLANEOUS
FORM OF BID CONRACT NO. 1015 Page 4 of 7
TOTAL DIVISION I BASE BID $
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL DIVISION II-JEFFERSON STREETSCAPE UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
1 SUDAS 2010-108-E- EXCAVATION, CLASS 10,WASTE CY 120 00
0 $ $
2 SUDAS 2010-108-1-0 SUBBASE, MODIFIED CY 82 60 $ $
3 SUDAS 50200 108-H- FIRE HYDRANT ADJUSTMENT EACH 2 00
$ $
4 SUDAS 70010-108-E- RAISED CURB LF 15.00
$ $
5 SUDAS 70030-108-A- REMOVAL OF SIDEWALK SY 347 70
$ $
6 SUDAS 70030-108-E- SIDEWALK, PCC,6 IN. SY 170.80
$ $
7 SUDAS 70030-108-E- SIDEWALK, COLORED PCC,6 IN. SY 253 40
8 SUDAS 70030-108-F- BRICK SIDEWALK WITH CONCRETE BASE SY 366 80
$ $
9 SUDAS 70030-108-F- 180 00
REMOVE AND REPLACE BRICK PAVERS SY
_ $ $
10 SUDAS 70030-108-G- DETECTABLE WARNINGS, CAST IRON SF 10 00
$ $
11 SUDAS 70040-108-A- FULL DEPTH PATCH SY 85.00
$ $
12 IA-DOT 2523- LIGHTING POLES, TYPE 1 EACH 123.60
0000100 $ $
13 IA-DOT 2523- LIGHTING POLES,TYPE 2 EACH 53.60
0000100 $ $
14 IA-DOT 2523- ELECTRICAL CIRCUITS LF 8.00
0000200 $ $
15 IA-DOT 2523- HANDHOLES AND JUNCTION BOXES EACH 11 00
0000310 $ $
16 IA-DOT 2523- CONTROL CABINET EACH 1400.00
0000400 $ $
17 SUDAS 7080-108-G- PCC EDGE RESTRAINT, 12 IN.WIDE X 9 IN. LF 3 00
0 HIGH $ $
18 SUDAS 9030-108-B- PLANTS WITH WARRANTY,TYPE 1, SKYLINE EACH 1 00
0 HONEYLOCUST $ $
19 SUDAS 9030-108-B- PLANTS WITH WARRANTY,TYPE 1, COMMON EACH 160 00
0 HACKBERRY $ $
20 SUDAS 9030-108-B- PLANTS WITH WARRANTY,TYPE 2, EACH 3 00
0 PRINCETON SENTRY GINKGO
$ $
TOTAL DIVISION II BASE BID $
FORM OF BID CONRACT NO. 1015 Page 5 of 7
SUDAS
SPECIFICATION
*SEE DIVISION III JEFFERSON STREETSCAPE
BID SUPPLEMENTAL (SOUTH SIDE) UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
SEE DIVISION II
1
DETAILS REMOVE EXISTING TREES AND PIT MATERIAL EACH 20.CO $ $
2 SEE DIVISION II PLANTS WITH WARRANTY,THORNLESS
DETAILS HONEY LOCUST, SHADE EACH 20.CO $ $
TOTAL DIVISION III BASE BID
• TOTAL DIVISION 1 BASE BID $
TOTAL DIVISION II BASE BID $
TOTAL DIVISION III BASE BID $
TOTAL DIVISION I + DIVISION II + DIVISION III
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. 1015 Page 6 of 7