HomeMy WebLinkAboutFORM OF BID OR PROPOSAL - ASPRO INC FORM OF BID OR PROPOSAL
F.Y. 2010 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 772
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
IOWA , a Partnership consisting of the following partners:
N/A
having familiarized (btf)x(thead (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. 2010 STREET RECONSTRUCTION PROGRAM, Contract
No. 772, 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. 2010 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 772
BID
M DIVISION
UNIT EST.QTY. UNIT BID' .TOTAL BID PRICE
DESCRIPTION PRICE BASE BID-SECTION I
CONSTRUCT, MAINTAIN, REMOVE
1 TEMPORARY ACCESS AND RESTORE SY 807.9 $ $
REMOVE/REPLACE MISC. PCC PAVEMENT,7",
2 M-4
SY 21.3 $
REMOVE/REPLACE MISC. PCC PAVEMENT,9",
3 M-4 SY 44.4 $ $
REMOVE/REPLACE MISC. SEALCOAT W/2"
4 HMA SY 209.4 $ $
REMOVE/REPLACE MISC. CURB AND
5 GUTTER, 24"X 9" PCC LF 30.0 $ $
6 REMOVE/REPLACE MISC. PAVING, 7 1/2" HMA SY 111.6 $ $
FORM OF BID CONTRACT NO. 772
Page 1 of 9
7 ACC DRIVEWAY APPROACH, TON 15.7 $ $
8 PCC DRIVEWAY APPROACH AND S/W, 6", A-4 SY 787.6 $ $
9 PCC DRIVEWAY APPROACH AND S/W, 5", A-4 SY 2,662.5 $ $
10 PCC SIDEWALK, 4", A-4 SY 408.9 $ $
11 PEDESTRIAN RAMP, PCC SIDEWALK, 6", A-4 SY 608.4 $ $
PEDESTRIAN RAMP DETECTABLE WARNING
12 SURFACE SF 848.0 $ $
13 CONCRETE PAVEMENT REMOVAL SY 36,493.5 $ $
14 ASPHALT PAVEMENT REMOVAL SY 10,917.1 $ $
15 SIDEWALK AND DRIVEWAY REMOVAL SY 4,601.8 $ $
16 SAW CUT LF 2,670.0 $ $
17 GEOGRID SY 26,638.4 $ $
18 MODIFIED SUBBASE TON 24,530.0 $ $
19 RECYLED ASPHALT PAVING TON 30.0 $ $
20 ROADSTONE, 3/4" TON 102.0 $ $
21 DRAIN TILE, 4" LF 22,757.0 $ $
22 DRAIN TILE, 6" LF 120.0 $ $
23 DRAIN TILE TAP AND COLLAR EACH 24.0 $ $
RF-19C, INLET OUTLET DETAIL (RODENT
24 GUARD) EACH 118.0 $ $
CONVERT WATER VALVE MANHOLE TO
25 ROADBOX EACH 12.0 $ $
26 WATER SERVICE CORPORATION, 3/4" EACH 28.0 $ $
27 WATER SERVICE CURB STOP, 3/4" EACH 28.0,$ $
28 WATER SERVICE PAVE BOX, 3/4" EACH 28.0 $ $
29 COPPER WATER SERVICE, 3/4" LF 880.0 $ $
30 COPPER WATER SERVICE, 3/4", INSULATED EACH 2.0 $ $
31 WATER SERVICE CORPORATION, 1" EACH 1.0 $ $
FORM OF BID CONTRACT NO. 772
Page 2 of 9
32 WATER SERVICE CURB STOP, 1" EACH 1.0 $ $
33 WATER SERVICE PAVE BOX, 1" EACH 1.0 $ $
34 COPPER WATER SERVICE, 1" LF 50.0 $ $
35 WATER SERVICE KILL EACH 1.0 $ $
36 WATER SERVICE TAP, 3/4" OR 1" EACH 3.0 $ $
37 LOWER WATER SERVICE, 3/4" OR 1" EACH 2.0 $ $
38 UNDERGROUND INVESTIGATION-WATER EACH 11.0 $ $
39 TOPSOIL, 4" SY 8,457.8 $ $
40 HYDROSEED SY 2,145.6 $ $
TOPSOIL REMOVAL FROM PARKING,
41 EARTHWORK SY 50.0 $ $
42 CONSTRUCTION SURVEY LS 1.0 $ $
43 TRAFFIC CONTROL LS 1.0 $ $
44 DETOUR ROUTE- BALTIMORE ST. LS 1.0 $ $
45 DETOUR ROUTE- E. 4TH ST. LS 1.0 $ $
46 DETOUR ROUTE- HAMMOND AVE. LS 1.0 $ $
47 DETOUR ROUTE- W. 9TH ST. LS 1.0 $ $
PAINTED PAVEMENT MARKING, WATER
48 BASED STA 30.338 $ $
PAINTED SYMBOLS AND LEGENDS, WATER
49 BASED EACH 2.0 $ $
TOTAL BASE BID-SECTION I $
BID. DESCRIPTION UNIT EST.QTY. UNIT BID TOTAL BID PRICE
ITEM BASE BID-SECTION II PRICE
50 STORM SEWER, 2000D, 30" LF 358.0 $ $
51 STORM SEWER, 2000D, 24" LF 692.0 $ $
52 STORM SEWER, 2000D, 21" LF 20.0 $ $
53 STORM SEWER, 2000D, 18" LF 705.0 $ $
54 STORM SEWER, 2000D, 15" LF 456.5 $ $
FORM OF BID CONTRACT NO. 772 Page 3 of 9
55 STORM SEWER, 2000D, 12" LF 2,100.5 $ $
56 STORM SEWER, TRUSS, 12" LF 50.0 $ $
57 STEEL CASING, 22", JACKED LF 50.0 $ $
FLARED END SECTION, 24", WITH 3 TIED
58 JOINTS LS 1.0 $ $
FLARED END SECTION, 30", WITH 3 TIED
59 JOINTS LS 1.0 $ $
60 STORM MANHOLE, TYPE A, 48" EACH 30.0 $ $
61 STORM MANHOLE, TYPE A, 60" EACH 4.0 $ $
MODIFIED TYPE SW-402, RECTANGULAR
62 STORM SEWER MANHOLE EACH 1.0 $ $
63 RA-49 STORM SEWER MANHOLE EACH 15.0 $ $
64 REMOVE EXISTING STRUCTURE EACH 63.0 $ $
65 TYPE E-1-C INLET EACH 50.0 $ $
66 TYPE E-2-C INLET EACH 20.0 $ $
67 TYPE E-1-C INLET, USE EXISTING CASTING EACH 6.0 $ $
68 TYPE E-2-C INLET, USE EXISTING CASTING EACH 2.0 $ $
69 TYPE E-3-C INLET, USE EXISTING CASTING EACH 1.0 $ $
MODIFIED TYPE E-2-C INLET, USE
70 EXISTING CASTING EACH 1.0 $ $
71 TYPE SW-513 OPEN SIDED AREA INTAKE EACH 1.0 $ $
TYPE SW-507 SINGLE OPEN THROAT CURB
72 INTAKE, SMALL BOX EACH 2.0 $ $
73 REM/REPL INLET BOXOUT, E-1-C EACH 8.0 $ $
74 REM/REPL INLET BOXOUT, E-2-C EACH 3.0 $ $
75 REM/REPL INLET BOXOUT, E-3-C EACH 1.0 $ $
76 TAP AND COLLAR STRUCTURE OR PIPE EACH 7.0 $ $
77 LIBERY PARK EARTHWORK FILL CY 241.0 $ $
TOTAL BASE BID-SECTION II $
FORM OF BID CONTRACT NO. 772 Page 4 of 9
BID DESCRIPTION '. " "" UNIT EST.QTY. UNF1`BID PRICE ' TOTAL BID PRICE
ITEM BASE BID—SECTION III
78 RECONSTRUCT SANITARY SEWER, 15" LF 3,314.5 $ $
79 RECONSTRUCT SANITARY SEWER, 12" LF 1,779.0 $ $
80 RECONSTRUCT SANITARY SEWER, 10" LF 410.0 $ $
81 RECONSTRUCT SANITARY SEWER, 8" LF 153.0 $ $
REMOVE AND REPLACE SANITARY SEWER,
82 8" LF 8.0 $ $
83 SANITARY SEWER SERVICE, 6" LF 2,618.0 $ $
84 STANDARD SANITARY MANHOLE, 48" EACH 16.0 $ _$
REMOVE EXISTING STRUCTURE, SANITARY
85 MANHOLE EACH 13.0 $ $
86 TRACE SANITARY SEWER SERVICE EACH 2.0 $ $
87 DYE TEST INVESTIGATION EACH 23.0 $ $
88 UNDERGROUND INVESTIGATION-SANITARY EACH 4.0 $ $
TOTAL BASE BID-SECTION III $
TOTAL BASE BID-SECTIONS I, II, & III $
. Ull ESQTY UNIT BID PRICE TOTAL BID PRIG
TERNATE A
sue,;n
1A 2", HMA 3M S 1/2", 60% CR SY 13,777.5 $ $
2A 5 1/2", HMA 3M B/I 3/4", 60% CR SY 13,777.5 $ $
•
3A 2", HMA 3M S 1/2", 75% CR SY 27,725.9 $ $
4A 5 1/2", HMA 3M B/I 3/4", 75% CR SY 7,948.3 $ $
-
5A 7", HMA 3M B/I 3/4", 75% CR SY 12,490.7 $ $
6A 10", HMA 3M B/I 3/4", 75% CR SY 7,286.9 $ $
7A CURB AND GUTTER, 24"WIDE, 7 1/2"THICK LF 14,249.9 $ $
8A CURB AND GUTTER, 24"WIDE, 9"THICK LF 8,364.8 $ $
FORM OF BID CONTRACT NO. 772 Page 5 of 9
9A CURB AND GUTTER, 24"WIDE, 12"THICK LF 3,624.0 $ $
RAILROAD CROSSING APPROACH, HMA
10A DETAIL SY 18.9 $
11A PAVEMENT SCARIFICATION SY 66.7 $
12A COLD WEATHER CONCRETE PROTECTION SY 1,320.0 $ $
13A LINSEED OIL TREATMENT SY 960.0 $ $
14A EXCAVATION CY 13,038.4 $ $
15A RAILROAD PROTECTIVE INSURANCE LS 1.0 $ $
TOTAL BID-ALTERNATE A $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE TOTAL BID PRICE
ITEM ALTERNATE B
1B PCC PAVEMENT, 6", C-4 SY 16,933.2 $ NO BID $ N/A
2B PCC PAVEMENT, 7", C-4 SY 22,093.1 $ NO BID $ N/A
3B PCC PAVEMENT, 9", C-4 SY 8,093.4 $ NO BID $ N/A
RAILROAD CROSSING APPROACH, PCC l
4B DETAIL SY 34.4 $ NO BID $ N/A
5B PAVEMENT SCARIFICATION SY 66.7 $ NO BID $ N/A
6B COLD WEATHER CONCRETE PROTECTION SY 7,010.0 $ NO BID $ N/A
7B LINSEED OIL TREATMENT SY 6,650.0 $ NO BID $ N/A
8B EXCAVATION CY 10,640.5 $ NO BID $ N/A
9B RAILROAD PROTECTIVE INSURANCE LS 1.0 $ NO BID $ N/A
TOTAL BID-ALTERNATE B $ NO B I D
TOTAL BASE BID + ALTERNATE A $
TOTAL BASE BID + ALTERNATE B $ NO BID
BID DIVISION II UNIT EST.QTY. UNIT BID' TOTAL BID PRICE
ITEM PRICE
DESCRIPTION
WATER MAIN RECONSTRUCTION',
DUCTILE IRON WATER MAIN, 8" DIA., CLASS
1 52 LF _ 10.0 $ 1$
FORM OF BID CONTRACT NO. 772 Page 6 of 9
DUCTILE IRON WATER MAIN, 6" DIA., CLASS
2 52 LF 4,144.0 $ $
3 DUCTILE IRON WATER MAIN REMOVAL LF 1,521.0 $ $
4 GATE VALVE AND BOX, 8" DIA. EA 1.0 $ $
5 GATE VALVE AND BOX, 6" DIA. EA 8.0 $ $
6 CROSS, 8"X 6" DIA. EA 1.0 $ $
7 TEE, 6" X6" DIA. EA 7.0 $ $
8 BEND, 6" DIA., 11-1/14 DEGREE EA 1.0 $ $
9 BEND, 6" DIA., 22-1/2 DEGREE EA 4.0 $ $
10 BEND, 6" DIA., 45 DEGREE EA 2.0 $ $
11 SLEEVE, 8" DIA. EA 2.0 $ $
12 SLEEVE, 6" DIA. EA 1.0 $ $
13 REDUCER, 8" X 6" DIA. EA 1.0 $ $
14 MEGALUGS, 8" DIA. EA 4.0 $ $
15 MEGALUGS, 6" DIA. EA 22.0 $ $
16 CAP, 6" DIA., WITH 2" BALL VALVE EA 1.0 $ $
17 CAP OR PLUG, 6" DIA. EA 13.0 $ $
a
18 CONCRETE BLOCKING EA 6.0 $ $
19 HYDRANT REMOVAL EA 11.0 $ $
20 HYDRANT ASSEMBLY EA 10.0 $ $
21 TEMPORARY PVC WATER MAIN LF 1,003.0 $ $
DRIVE-OVER PROTECTION FOR TEMPORARY
22 PVC WATER MAIN EA 1.0 $ $
REMOVAL TEMPORARY PVC SURFACE
WATER CONNECTIONS TO DUCTILE IRON $ $
23 WATER MAIN EA 3.0
24 SHORT SIDE WATER SERVICE EA 33.0 $ $
25 LONG SIDE WATER SERVICE EA 15.0 $ $
26 COLD MIX ASPHALT TONS 6.0 $ $
27 CORPORATION, 2" DIA. EA 1.0 $ $
FORM OF BID CONTRACT NO. 772 Page 7 of 9
STAINLESS STEEL WRAP AROUND SLEEVE,
28 6"X 12" EA 1.0 $ $
29 REMOVE AND REPLACE 7-1/2"ASPHALT SY 75.0 $ $
TOTAL BID DIVISION II $
TOTAL BASE BID + ALTERNATE A + DIVISION II $ J,t` y`k 7 S 9,Z 33
TOTAL BASE BID + ALTERNATE B + DIVISION II $ NO 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 5% OF BID AMOUNT
Dollars ($ 5% ) in the form of BID BOND
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.
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:
FORM OF BID CONTRACT NO. 772 Page 8 of 9