HomeMy WebLinkAboutADDENDUM NO 1 ADDENDUM NO. 1
TO THE
BIDDING DOCUMENTS
F.Y. 2014 STREET RECONSTRUCTION
TRUCTIION PROGRAM
CO
CITY OF WATERLOO, IOWA
DATE: April 7, 2014
LETTING DATE &TIME: April 14, 2014; 4:00 P.M., Local Time
TO ALL BIDDERS ON THE ABOVE PROJECT: carefully read this Addendum and give it
All Bidders submitting a bid on the above contract shall car y
consideration in the preparation of their bid.
TO ALL BIDDERS ON THE ABOVE PROJECT:
ties
Th
sha
I.
Certain Bid Items have revisions to Estimated Q t n itie. of e id r hall make the
following adjustments to Estimated Quantities
(Revised sheets included in addendum):
DIVISION I BASE BID SECTION I
REVISED PLAN QTY
167.5 SY
A) ITEM 2 MISC. (CC, 9", C-4
San Mar//Sovia: -22.5)
B) ITEM 7 ACC DRI
VEWAY nY APPROACH
OACH
28.2 TON
C) ITEM 8 DRIVEWAY APPROACH, 6.5" ACC
O.OTON
(Oregon: -16.6)
45,061.E SY
D) ITEM 16 CONCREAL
TE PA: +141NG 2; San Mar/Sovia: +29.6)
2,714.0 LF
E) ITEM 20 SAW CUT
Mar/Sovia: -80.0)
29,894.1 TON
F) ITEM 23 MODIFIED MBSE
a Sov a: -24.4)
8,775.3 SY
G) ITEM 45 TOPSO(L, 4"
San Mar/Sovia: -100.0)
670.0 SY
H) ITEM 46 HYDROSEED
San Mar/Sovia: -100.0)
DIVISION I BASE BID SECTION II
A) ITEM 67 STORMMANHOLE,Sov aY+2.0 E A,
48"
40.0 EACH
B) ITEM 69 SW-402, RECTANGULAR STORM MANHOLE
17.0 EACH
(San Mar/Sovia: -2.0)
Page 1 of 4
DIVISION I BASE BID SECTION III
A) ITEM 89 RECONSTRUCT SANITARY SEWER, 18" 613.7 LF
(Allen: -496.7)
B) ITEM 90 RECONSTRUCT SANITARY SEWER, 15" 2,712.2 LF
(Lafayette: +370.1)
C) ITEM 91 RECONSTRUCT SANITARY SEWER, 12" 4,143.6 LF
(Allen: -164.1;
D) ITEM 93 RECONSTRUCT SANITARY SEWER, 8" 1,933.5 LF
(Allen: -6.8; Lafayette: -456.3)
E) ITEM 95 SANITARY SEWER SERVICE, 6" 5,637.0 LF
(Allen: +654.0)
F) ITEM 100 TAP AND COLLAR DRY RUN ARCH 0.0 EACH
(Bertch: -1.0)-there is no connection through arch from SA-100
DIVISION I BASE BID SECTION IV
A) ITEM 114 STORM SEWER, 2000D, 12" 330.0 LF
(San Mar/Sovia: +24.0)
DIVISION I BASE BID ALTERNATE A
A) ITEM 1A 2" HMA, 1M, S '/z, 60% CR 22,029.8 SY
(Allen: +13.8)
B) ITEM 2A 2 '/" HMA, 1M, 13/, 60% CR 22,029.8 SY
(Allen: +13.8; Hyperion: -150.6)
C) ITEM 3A 3" HMA, 1M, B %, 60% CR 22,029.8 SY
(Allen: +13.8; Hyperion: -150.6)
D) ITEM 5A 4" HMA, 3M, I %, 75% CR 8,783.4 SY
(Hammond: -12,880.0)
E) ITEM 6A 5 '/" HMA, 3M, 13/, 75% CR 22,561.1 SY
(Hammond: +12,880.0)
F) ITEM 8A CURB AND GUTTER, PCC, 24" WIDE, C-4, 7 '/" THICK
(Allen: +2121.5; Hyperion: -100.5) 14,327.2 LF
G) ITEM 9A CURB AND GUTTER, PCC, 24" WIDE, C-4, 9" THICK
(Hammond: -8,368.7) 5,340.0 LF
H) ITEM 10A CURB AND GUTTER, PCC, 24" WIDE, C-4, 10 '/" THICK
(Hammond: +8,368.7) 12,676.7 LF
I) ITEM 15A EXCAVATION 17,900.9 CY
(Allen:+180.8;Hammond: +181.0;Hyperion:-23.7;Lafayette:+76.2;
San Mar/Sovia: +70.3)
Page 2 of 4
DIVISION I BASE BID ALTERNATE B
A) ITEM 1 B PCC PAVEMENT, 6", C-4 25,240.9 SY
(Allen: +14.2; Hyperion: -173.2)
B) ITEM 2B PCC PAVEMENT, 7", C-4 10,005.5 SY
(Hammond: -14,756.0)
C) ITEM 3B PCC PAVEMENT, 8", C-4 25,500.1 SY
(Hammond: +14,756.0)
D) ITEM 10B EXCAVATION 14,613.7 CY
(Allen:-12.1;Hammond:+219.8;Hyperion:-27.6;Lafayette:+26.8;
San Mar/Sovia: +70.3)
II. The following are new bid numbers or items and estimated quantities in the Form of
Bid or Proposal (Revised sheets included in addendum):
DIVISION I BASE BID ALTERNATE A NEW PLAN QTY
A) ITEM 13A PAVEMENT SCARIFICATION 255.6 SY
(Bid item no. change from 12A)
B) ITEM 14A PAVEMENT SAMPLES AND TESTING 1.0 LS
(Bid item no. change from 13A)
C) ITEM 15A EXCAVATION 17,900.9 CY
(Added item to proposal)
III. Plan Sheets
A) PLAN SHEETS 97 and 97A— E. San Marnan/Sovia Storm Sewer
Replace the preliminary design sheet 97 in the plans with the final design sheets
97 and 97A (included in this addendum).
B) PLAN SHEET 99 TRENCH DRAIN DETAILS
CROSS SECTIONAL VIEW : The CHANNEL dimension shown as 12.2"
should read as 6.0".
Add notes: 1) "Install 12" long #8 Dowel Bars at 12" C-C to connect trench
drain to concrete between trench drain and sidewalk. Grease end toward
sidewalk. This work is considered incidental to the trench drain." 2) "The
4' section of 6" PCC between the trench drain and sidewalk shall be paid
under BASE BID SECTION I Item 9, Driveway Approach and S/W, 6"
PCC, C-4."
C) PLAN SHEET 105 MODIFIED SW-402 DETAIL
When the depth of the structure is sufficient, it is acceptable to place the casting
on top of the structure top as shown in the detail for the MODIFIED SW-403 on
plan sheet 106 vs. placing the casting in the top as shown in the MODIFIED SW-
402 DETAIL.
IV. The following are revisions to the Special Provisions:
A) 33. IN-LINE CHECK VALVE on page 19 of 34
The location of this valve is in STP-1 on Bertch Street (plan sheet 13). The
location should read "in a 42" diameter 2000D RCP at W. 8th St. and Bertch
Street."
Page 3 of 4
B) SUPPLEMENTAL SPECIFICATIONS FOR SANITARY SEWERS AND
CONSTRUCTION MATERIALS — Page 2 of 2— at the end of the Special
Provisions section
3. COMPOSITE PIPES should read as follows:
Delete the following:
Composite Pipes Material Specification Joint Specification
Acrylonitrile ASTM D2680-76 ASTM D2680-76
Butadiene
Styrene (ABS)
Composite
Add the following:
Composite Pipes 8"-15" Diameter
Polyvinyl Chloride (PVC) Composite
Material Specification Joint Specification Bedding and Installation
ASTM D2680 ASTM D3212 ASTM D2321
and ASTM F477
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.
The bidder shall acknowledge receipt of this Addendum by inserting the number and date in the
spaces provided in the Form of Bid or Proposal, Item 9, l age of
� p
Dennis J. Gentz, P.E.
Assistant City Engineer
City of Waterloo, Iowa
Department of Engineering
Page 4 of 4
ADDENDUM NO. 1
FORM OF BID OR PROPOSAL
F.Y. 2014 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 859
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. 2012 STREET RECONSTRUCTION PROGRAM, Contract
No. 819, all in accordance with the above-listed documents and for the unit prices
for work in place for the following items and quantities:
F.Y. 2014 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 859
BID DIVISION I UNIT EST.QTY. UNIT BID TOTAL BID PRICE
ITEM
DESCRIPTION PRICE
BASE BID—SECTION I
CONSTRUCT, MAINTAIN, REMOVE
1 TEMPORARY ACCESS AND RESTORE SY 93.3 $ $
2 MISC. PCC, 9", C-4 SY 167.5 $ $
3 REMOVE AND REPLACE MISC. 7.5" HMA SY 3.6 $ $
4 REMOVE AND REPLACE MISC. 9.0" HMA SY 218.6 $
5 REMOVE AND REPLACE MISC. 7" PCC, CA SY 341.0 $ $
REMOVE/REPLACE MISC. SEALCOAT W/2"
6 HMA SY 133.4 $ $
7 ACC DRIVEWAY APPROACH TON 28.2 $ $
8 DRIVEWAY APPROACH 6.5"ACC TON 0.0 $ $
FORM OF BID CONTRACT NO. 859 Page 1 of 10
ADDENDUM NO. 1
9 DRIVEWAY APPROACH AND S/W, 6" PCC, C-4 SY 956.9 $ $
10 DRIVEWAY APPROACH AND S/W, 5" PCC, C-4 SY 3,524.7 $ $
11 SIDEWALK, 4" PCC, C-4 SY 725.2 $ $
PEDESTRIAN RAMP, PCC SIDEWALK, 6" PCC,
12 C-4 SY 929.0 $ $
PEDESTRIAN RAMP DETECTABLE WARNING
13 SURFACE SF 1,478.0 $ $
14 SIDEWALK CURB SECTION LF 315.9 $ $
15 MISCELLANEOUS CONCRETE CY 1.6 $ $
16 CONCRETE PAVEMENT REMOVAL SY 45,061.6 $ $
17 ASPHALT PAVEMENT REMOVAL SY 15,784.9 $ $
18 SIDEWALK AND DRIVEWAY REMOVAL SY 5,387.6 $ $
19 SIDEWALK REMOVAL SY 721.8 $ $
20 SAW CUT LF 2,714.0 $ $
21 GEOGRID SY 21,072.4 $ $
22 WOVEN GEOTEXTILE SY 32,322.5 $ $
23 MODIFIED SUBBASE TON 29,894.1 $ $
24 RECYLED ASPHALT PAVING TON 40.0 $ $
25 ROADSTONE, 3/4" TON 117.0 $ $
26 DRAIN TILE, 6" LF 30,981.0 $ $
27 DRAIN TILE, 4" LF 1,500.0 $ $
28 DRAIN TILE STUB, 4" LF 1,645.0 $ $
29 DRAIN TILE TAP AND COLLAR EACH 21.0 $ $
RF-19C, INLET OUTLET DETAIL (RODENT
30 GUARD) EACH 138.0 $ $
CONVERT WATER VALVE MANHOLE TO
31 ROADBOX EACH 27.0 $ S
32 WATER SERVICE CORPORATION, 3/4" EACH 98.0 $ S
33 WATER SERVICE CURB STOP, 3/4" EACH 98.0 $ $
34 WATER SERVICE PAVE BOX, 3/4" EACH 98.0 $ $
FORM OF BID CONTRACT NO. 859 Page 2 of 10
ADDENDUM NO. 1
35 COPPER WATER SERVICE, 3/4" LF 2,491.0 $ $
36 WATER SERVICE CORPORATION, 1" EACH 2.0 $ $
37 WATER SERVICE CURB STOP, 1" EACH 2.0 $ $
38 WATER SERVICE PAVE BOX, 1" EACH 2.0 $ $
39 COPPER WATER SERVICE, 1" LF 50.0 $ $
40 WATER SERVICE KILL EACH 14.0 $ $
41 WATER SERVICE TAP, 3/4" OR 1" EACH 2.0 $ $
42 LOWER WATER SERVICE, 3/4" OR 1" EACH 6.0 $ $
43 UNDERGROUND INVESTIGATION-WATER EACH 19.0 $ $
LOWER WATER SERVICE, 3/4", DOWNING
44 AVENUE LF 1,254.0 $ $
45 TOPSOIL, 4" SY 8,775.3 $ $
46 HYDROSEED SY 670.0 $ $
TOPSOIL REMOVAL FROM PARKING,
47 EARTHWORK SY 10,762.7 $ $
48 CONSTRUCTION SURVEY LS 1.0 $ $
49 TRAFFIC CONTROL LS 1.0 $ $
50 DETOUR ROUTE- BERTCH ST. LS 1.0 $ $
51 DETOUR ROUTE - DOWNING AVE. LS 1.0 $ $
52 DETOUR ROUTE - LAFAYETTE ST. LS 1.0 $ $
53 DETOUR ROUTE - HAMMOND AVE. LS 1.0 $ $
54 DETOUR ROUTE - MITCHELL AVE. LS 1.0 $ $
55 DETOUR ROUTE- EASTON AVE. LS 1.0 $ $
PERMANENT URBAN ROAD CLOSURE
56 BARRICADE LS 1.0 $ $
PAINTED PAVEMENT MARKING, WATER
57 BASED STA 57.36 $ $
58 PAVEMENT MARKING, SYMBOL OR LEGEND EACH 13.0 $ $
59 RELOCATE STREET LIGHT EACH 1.0 $ $
60 ROLLED EROSION CONTROL PRODUCT S.Y. 45.0 $ $
FORM OF BID CONTRACT NO. 859 Page 3 of 10
ADDENDUM NO. 1
TOTAL BASE BID-SECTION I $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE TOTAL BID PRICE
ITEM BASE BID-SECTION II
61 STORM SEWER, 2000D, 42" LF 2,667.2 $ $
62 STORM SEWER, 2000D, 36" LF 1,159.0 $ $
63 STORM SEWER, 2000D, 24" LF 363.2 $ $
64 STORM SEWER, 2000D, 18" LF 1,152.2 $ $
65 STORM SEWER, 2000D, 15" LF 596.9 $ $
66 STORM SEWER, 2000D, 12" LF 2,568.6 $ $
67 STORM MANHOLE, TYPE A, 48" EACH 40.0 $ $
68 STORM MANHOLE, TYPE A, 60" EACH 5.0 $ $
69 SW-402 RECTANGULAR STORM MANHOLE EACH 17.0 $ $
70 SW-403 RECTANGULAR STORM MANHOLE EACH 1.0 $ $
71 REMOVE EXISTING STRUCTURE EACH 77.0 $ $
REMOVE STORM SEWER PIPE LESS THAN
72 36" LF 61.0 $ $
73 TYPE E-1-C INLET EACH 52.0 $ $
74 TYPE E-2-C INLET EACH 40.0 $ $
75 TYPE E-3-C INLET EACH 11.0 $ $
76 TRENCH DRAIN LF 64.0 $ $
77 TYPE E-1-C INLET, MODIFIED EACH 1.0 $ $
78 TYPE E-2-C INLET, MODIFIED EACH 1.0 $ $
79 REM/REPL INLET BOXOUT, E-1-C EACH 7.0 $ $
80 REM/REPL INLET BOXOUT, E-2-C EACH 1.0 $ $
81 TAP AND COLLAR STRUCTURE OR PIPE EACH 14.0 $ $
_ 82 TAP AND COLLAR DRY RUN ARCH EACH 1.0 $ $
INSULATE EXISTING COPPER WATER
83 SERVICE EACH 16.0 $ $
FORM OF BID CONTRACT NO. 859 Page 4 of 10
ADDENDUM NO. 1
FURNISH AND INSTALL MANHOLE RING AND
84 COVER EACH 2.0 $ $
STORM WATER PROTECTION FOR
85 STRUCTURES EACH 204.0 $ $
IN LINE CHECK VALVE FOR 42" RCP,
86 FURNISH AND INSTALL EACH 1.0 $ $
TOTAL BASE BID-SECTION II $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE
ITEM BASE BID-SECTION III
$
87 RECONSTRUCT SANITARY SEWER, 24" LF 300.4 $ $
88 RECONSTRUCT SANITARY SEWER, 21" LF 102.3 $ $
89 RECONSTRUCT SANITARY SEWER, 18" LF 613.7 $ $
90 RECONSTRUCT SANITARY SEWER, 15" LF 2,712.2 $ $
91 RECONSTRUCT SANITARY SEWER, 12" LF 4,143.6 $ $
92 RECONSTRUCT SANITARY SEWER, 10" LF 452.2 $
$
93 RECONSTRUCT SANITARY SEWER, 8" LF 1,933.5 $ $
REMOVE AND REPLACE SANITARY SEWER,
94 8"
LF 165.0 $ $
95 SANITARY SEWER SERVICE, 6" LF 5,637.0 $ $
96 STANDARD SANITARY MANHOLE, 48" EACH
31.0 $ $
97 STANDARD SANITARY DROP MANHOLE, 48" EACH 2.0 $ $
REMOVE EXISTING STRUCTURE, SANITARY
37.0 $
98 MANHOLE EACH $
99 REMOVE SANITARY SEWER, 8" LF 273.0 $ $
100 TAP AND COLLAR DRY RUN ARCH EACH 0.0 $ $
101 TAP AND COLLAR STRUCTURE OR PIPE EACH 1.0 $
$
FURNISH AND INSTALL MANHOLE RING AND
102 COVER EACH 5.0 $
$
103 TRACE SANITARY SEWER SERVICE EACH 20.0 $ $
104 DYE TEST INVESTIGATION EACH 30.0 $ $
105 UNDERGROUND INVESTIGATION-SANITARY EACH 8.0 $
$
FORM OF BID CONTRACT NO. 859
ADDENDUM NO. 1 Page 5 of 10
TOTAL BASE BID-SECTION III $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE TOTAL BID PRICE
ITEM BASE BID—SECTION IV
106 SAWING LF 80.0 $ $
107 SIDEWALK AND DRIVEWAY REMOVAL SY 34.3 $ $ _
REMOVE AND REPLACE MISC. 4.5" HMA
108 OVER 6" PCC, M-4 SY 55.1 $ $
ALLEY OR DRIVEWAY APPROACH AND S/VV,
109 6" PCC, C-4 SY 22.3 $ $
110 DRIVEWAY APPROACH 5" PCC, C-4 SY 12.0
111 TAP AND COLLAR STORM MANHOLE EACH 1.0 $ $
112 SW-511 RECTANGULAR AREA INTAKE EACH 1.0 $ $
113 TYPE E-2-C INLET EACH 1.0 $ $
114 STORM SEWER, 2000D, 12" LF 330.0 $ $
—
115 FLARED END SECTION, 2000D, 12" EACH 1.0 $ $
116 CONSTRUCTION SURVEY LS 1.0 $ $
—
117 EXCAVATION/GRADING SY 256.0 $ $
118 RECYLED ASPHALT PAVING TON 78.0 $ $
119 TRAFFIC CONTROL LS 1.0 $ $
TOTAL BASE BID-SECTION IV $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE - TOTAL BID PRICE
ITEM BASE BID—SECTION V
120 SIDEWALK, 4" PCC, C-4 SY 316.5 $ $
121 SIDEWALK, 5" PCC, C-4 SY 36.6 $ $
122 EXCAVATION FOR NEW SIDEWALK SY 353.1 $ $
TOTAL BASE BID-SECTION V $
FORM OF BID CONTRACT NO. 859 Page 6 of 10
ADDENDUM NO. 1
TOTAL BASE BID-SECTIONS I, II, III, IV, V $
BID DESCRIPTION UNIT EST.QTY. > UNIT BID PRICE TOTAL BID PRICE
ITEM ALTERNATE A
1A 2", HMA 1M S 1/2", 60% CR SY 22,029.8 $ $
2A 2 1/2", HMA 1M I 3/4", 60% CR SY 22,029.8 $ $
3A 3", HMA 1M B 3/4", 60% CR SY 22,029.8 $ $
4A 2", HMA 3M S 1/2", 75% CR SY 31,599.8 $ $
5A 4", HMA 3M I 3/4", 75% CR SY 8,783.4 $ $
6A 5 1/2", HMA 3M I 3/4", 75% CR SY 22,561.1 $ $
7A 3", HMA 3M B 3/4", 75% CR SY 31,344.5 $ $
CURB AND GUTTER, PCC, C-4, 24"WIDE, 7
8A 1/2"THICK LF 14,327.2 $ $
CURB AND GUTTER, PCC, C-4, 24"WIDE, 9"
9A THICK LF 5,340.0 $ $
CURB AND GUTTER, PCC, C-4, 24"WIDE,
10A 10.5"THICK LF 12,676.7 $ $
11A COLD WEATHER CONCRETE PROTECTION SY 3,209.1 $ $
12A LINSEED OIL TREATMENT SY 3,209.1 $ $
13A PAVEMENT SCARIFICATION SY 255.6 $ $
14A PAVEMENT SAMPLES AND TESTING LS 1.0 $ $
15A EXCAVATION CY 17,900.9
TOTAL BASE BID-ALTERNATE A $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE TOTAL BID PRICE
ITEM ALTERNATE B
1 B PCC PAVEMENT, 6", C-4 SY 25,240.9 $ $
$ $
2B PCC PAVEMENT, 7", C-4 SY 10,005.5
3B PCC PAVEMENT, 8", CA SY 25,500.1 $ $
4B COLD WEATHER CONCRETE PROTECTION SY 12,744.1 $ $
FORM OF BID CONTRACT NO. 859 Page 7 of 10
ADDENDUM NO. 1
5B LINSEED OIL TREATMENT SY 12,744.1 $
6B 2", HMA 3M S 1/2", 75% CR SY
255.E $ $
7B PAVEMENT SCARIFICATION SY
255.E $ $
8B SPEED HUMP, PER DETAIL LS
1.0 $ $
9B PAVEMENT SAMPLES AND TESTING LS
1.0 $ $
10B EXCAVATION CY 14,613.7 $
TOTAL BASE BID-ALTERNATE B $
TOTAL BASE BID + ALTERNATE A
TOTAL BASE BID + ALTERNATE B $
BD ITEM DIVISION II UNIT EST.QTY. UNIT BID TOTAL BID PRICE
DESCRIPTION PRICE
BASE BID
DUCTILE IRON WATER MAIN, 6-INCH DIA.,
1 CLASS 52 LF
660.0 $ $
2 DUCTILE IRON WATER MAIN REMOVAL LF
660.0 $ $
3 GATE VALVE AND BOX, 6-INCH DIA. EACH
2.0 $ $
4 TEE, 6-INCH X 6-INCH DIA. EACH
1.0 $ $
5 SLEEVE, 6-INCH DIA. EACH
1.0 $ $
6 MEGALUGS, 6-INCH DIA. EACH
6.0 $ $
7 CONCRETE BLOCKING EACH
1.0 $ $
8 HYDRANT ASSEMBLY EACH
2.0 $ $
9 HYDRANT REMOVAL EACH
RECONNECT HYDRANT ASSEMBLY TO 6"X 1.0 $ $
10 6"TEE EACH
1.0 $ $
11 TEMPORARY PVC WATER MAIN LF
REMOVAL OF TEMPORARY PVC SURFACE 702.0 $ $
12 WATER MAIN CONNECTIONS TO DUCTILE EACH
IRON WATER MAIN 1.0 $ $
13 3/4" SHORT SIDE WATER SERVICES EACH
5.0 $ $
14 3/4" LONG SIDE WATER SERVICES EACH
8.0 $ $
FORM OF BID CONTRACT NO. 859
ADDENDUM NO. 1 Page 8 of 10
15 2" LONG SIDE WATER SERVICES EACH
DRIVE OVER PROTECTION FOR TEMPORARY 1.0 $ $
16 PVC WATER MAIN
REMOVE INACTIVE PAVE BOX AND EACH 1.0 $ $
17 ABANDON WATER SERVICE LINE STUB IN EACH
P 6.0 $
LACE $
TOTAL BID DIVISION II $
TOTAL BASE BID + ALTERNATE A + DIVISION II $
TOTAL BASE BID + ALTERNATE B + DIVISION II $
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 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.
FORM OF BID CONTRACT NO. 859
ADDENDUM NO. 1 Page 9 of 10
9. The bidder has received the following Addendum or Addenda:
Addendum No.
Date
10. The bidder shall list the MBE/WBE subcontractor(s), amount of
bid items on the City of Waterloo Minority and/or Women Business b aPr and
Contact Information Form submitted with this Form of Bid or Proposal.Pre-bid
apparent low Bidder shall submit a list of all other Subcontractor(s) to be usedToe
this Project to the City of Waterloo by 5:00on
Bids on this Project are due along with theh Non-Collusion Affidavitsness day the day
Subcontractor(s). of All
The Contractor shall submit information on subcontractors
"SUBCONTRACTOR REQUEST AND APPROVAL" Form to be provided
on
prior to approval of contract. p ded by City
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 ulfill their
11. The bidder has filled in all blanks on this proposal. Those blanks
are marked "none" or"NA". not applicable
12. The bidder has attached all applicable forms.
13. The Owner reserves the right to select alternates, delete line
reduce quantities prior to the award of a contract due to budgetary I mitations to
ns.
(Name of Bidder)
(Date)BY:
Title
Official Address: (Including Zip Code):
I.R.S. No.
FORM OF BID
CONTRACT NO. 859
ADDENDUM NO. 1 Page '0 of 10
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a CITY OF WATERLOO, IOWA v
Cn ENGINEERING DEPARTMENT FY2014 STREET g��[[�,
y m "'IT.'
715 MULBERRY STREET RECONSTRUCTION PROGRAM SAN MARNAN DR. ,�''"�;',
m o WATERLOO, IOWA 50703 CONTRACT#859 INT. WITH SOVIA DR. ►%--7'�
r. (319)291-4312 PHONE
(319)291-4262 FAX
PQl o- o
/4-0 0/0-) d ttrl--) A
STREET
GUTTER
CURB
LAWN OR SIDEWALK
1" CHAMFER
3'-0"
BASE PLATE
24" o 0
DIA.
0
BOLT PATTERN VERIFY
WITH MANUFACTURER
NOTE: SONOTUBE
ALL LOCATIONS AND DIMENSIONS FOR ANCHOR BOLTS ETC. SHALL BE
VERIFIED IN FIELD BY THE ELECTRICAL CONTRACTOR WITH BOLTS
FURNISHED BY POLE MANUFACTURER OR MATCH EXISTING BOLT PATTERN
IF USING AN EXISTING FIXTURE.
BASE PLAN VIEW
NO SCALE
1" GROUND DUCT
GALVANIZED STEEL
ANCHOR BOLTS, 1" CHAMFER
5/8"x36"Lx4"ELL (VERIFY
WITH MANUFACTURER). FINISHED GRADE
4" OF THREAD TO BE
EXPOSED ABOVE THE (LAWN OR SIDEWALK)
CONCRETE. �n
. ' \ 4" (SEE NC'1TES)
—1J_111 LLI-1 I l ll_
CADWELD
24"
2" SCHEDULE 80 PVC ° . CONNECTIO (MIN)
IN & OUT OF BASES j OR ACORN
CLAMP
/ 6'-4"
MIN.
e a d a
s s °
r 1 r
8#6 VERTICALS 111
V 1 ° V 44
W/ #3 LOOPS @ 12" O.C.
2" COVER IS REQUIRED /
ON ALL REBARS.
3000 PSI CONCRETE. %2"x 8'-0" COPPER WELD
EXPOSED CONCRETE SHALL GROUNDING ROD W/#6
BE FREE OF HONEYCOMBS BARE COPPER WIRE TO
/ 24" ROUND / GROUNDING LUG NEAR
BASE /
HANDHOLE.PROVIDE A
#10 GREEN COPPER
NOTES: CONDUCTOR TO
FIXTURES.
1. WHEN THE FINISHED GRADE SLOPES DOWNWARD FROM
THE CURB, ADJUST THE EXPOSED HEIGHT OF THE BASE
SO THAT THE TOP OF THE BASE IS 4" ABOVE THE TOP
OF THE CURB.
2. WHEN THE FINISHED GRADE SLOPES UPWARD FROM THE
CURB, ADJUST THE EXPOSED HEIGHT OF THE BASE SO THAT
THE TOP OF THE BASE IS 2" ABOVE THE FINISHED GRADE
AT THE BACK SIDE OF THE BASE.
3. LOCATE BASES ON CENTERLINES WHERE CENTERLINES
ARE SHOWN ON THE PLANS, OR CENTER BASES 3'-0" BACK
FROM THE CURB WHERE CENTERLINES ARE NOT SHOWN.
TYPICAL STREET LIGHT FIXTURE DETAIL
NO SCALE
v V CITY OF WATERLOO, IOWA V
to ' ENGINEERING DEPARTMENT FY2014 STREET
= ' 715 MULBERRY STREET RECONSTRUCTION PROGRAM SAN MARNAN DR. 'R� ;.
rrnn WATERLOO,IOWA 50703 CONTRACT#859 INT. WITH SOVIA DR. ��
"I ✓‘
(319)291-4312 PHONE
(319) 291-4262 FAX der oo.:/