HomeMy WebLinkAboutFORM OF BID OR PROPOSAL FORM OF BID OR PROPOSAL
F.Y. 2017 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 921
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 requi'ed to construct and
complete this F.Y. 2017 STREET RECONSTRUCTION PROGRAM, Contract
No. 921, 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. 2017 STREET RECONSTRUCTION PROGRAM
CONTRACT NO. 921
BID DIVISION I UNIT EST.QTY. UNPIT BID TOTAL BID PRICE
ITEM
DESCRIPTION
BASE BID-SECTION I
CONSTRUCT, MAINTAIN, REMOVE
1 TEMPORARY ACCESS & RESTORE SY 531.4 $ $
2 MISC. CURB AND GUTTER, PCC, 6", C-4 LF 72.0 $
3 REMOVE AND REPLACE MISC. PCC, 6", C-4 SY 24.0 $ $
4 REM/REP CURB AND GUTTER, PCC, 7.5", C-4 LF 51.0 $ $
5 BRIDGE APPROACH SECTION, PCC, 9", C-4 SY 248.8 $ $
6 REMOVE AND REPLACE 3" HMA/6" PCC, M-4 SY 12.7 $ $
REMOVE AND REPLACE 4.5" HMA/6" PCC,
7 M-4 SY 50.0 $ $
REMOVE/REPLACE MISC. SEALCOAT W/2"
8 HMA SY 14.2 $ $
FORM OF BID CONTRACT NO. 921 Page 1 of 11
ADDENDUM NO. 1
9 HMA DRIVEWAY APPROACH TON 82.8 $ $
10 DRIVEWAY APPROACH AND S/W, 6" PCC, C-4 SY 2,618.9 $ $
11 DRIVEWAY APPROACH AND S/W, 5" PCC, C-4 SY 2,263.5 $ $
12 SIDEWALK, 4" PCC, C-4 SY 674.3 $ $
13 SIDEWALK, CLASS A, PCC, C-4 LF 125.6 $ $
PEDESTRIAN RAMP, PCC SIDEWALK, 6" PCC,
14 C-4 SY 875.3 $ $
PEDESTRIAN RAMP DETECTABLE WARNING
15 SURFACE SF 1,292.0 $ $
16 SIDEWALK CURB SECTION LF 20.0 $ $
17 CONCRETE PAVEMENT REMOVAL SY 61,677.8 $ $
18 ASPHALT PAVEMENT REMOVAL SY 7,221.0 $ $
19 SIDEWALK AND DRIVEWAY REMOVAL SY 7,077.3 $ $
20 SIDEWALK REMOVAL SY 498.0 $ $
21 SAW CUT LF 3,121.6 $ $
22 WOVEN GEOTEXTILE SY 35,668.8 $ $
23 MODIFIED SUBBASE TON 45,764.3 $ $
24 RECYLED ASPHALT PAVING TON 10.0 $ $
25 ROADSTONE, 3/4" TON 56.2 $ $
26 DRAIN TILE, 6" LF 33,726.0 $ $
27 DRAIN TILE, 4" LF 25.0 $ $
28 DRAIN TILE STUB, 4" LF 1,915.0 $ $
29 DRAIN TILE TAP AND COLLAR EACH 30.0 $ $
30 SUBDRAIN OUTLET EACH 132.0 $ $
CONVERT WATER VALVE MANHOLE TO
31 ROADBOX EACH 19.0 $ $
32 WATER SERVICE CORPORATION, 3/4" EACH 68.0 $ $
33 WATER SERVICE CURB STOP, 3/4" EACH 68.0 $ $
34 WATER SERVICE PAVE BOX, 3/4" EACH 68.0 $ $
FORM OF BID CONTRACT NO. 921 Page 2 of 11
ADDENDUM NO. 1
TOTAL DIVISION I BASE BID-SECTION II $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE
ITEM DIVISION I BASE BID-SECTION III $
83 RECONSTRUCT SANITARY SEWER, 36" LF 50.0 $ $
84 RECONSTRUCT SANITARY SEWER, 18" LF 53.0 $ $
85 RECONSTRUCT SANITARY SEWER, 15" LF 1,045.5 $ $
86 RECONSTRUCT SANITARY SEWER, 12" LF 1,884.8 $ $
87 RECONSTRUCT SANITARY SEWER, 10" LF 150.3 $ $
88 RECONSTRUCT SANITARY SEWER, 8" LF 3,714.9 $ $
89 SANITARY SEWER SERVICE, 6" LF 2,955.0 $ $
STANDARD SANITARY MANHOLE, SW-301,
90 48" EACH 22.0 $ $
REMOVE EXISTING STRUCTURE, SANITARY $ $
91 MANHOLE EACH 18.0
92 REMOVE EXISTING SANITARY PIPE LF 285.4 $ $
FURNISH AND INSTALL MANHOLE RING AND
93 COVER EACH 3.0 $ $
94 TAP AND COLLAR SANITARY MANHOLE EACH 4.0 $ $
95 ABANDON SANITARY SEWER, 8" LF 380.0 $ $
96 ABANDON SANITARY SEWER, 10" LF 870.0 $ $
97 ABANDON SANITARY SEWER, 12" LF 570.0 $ $
98 TRACE SANITARY SEWER SERVICE EACH 8.0 $ $
99 DYE TEST INVESTIGATION EACH 26.0 $ $
100 UNDERGROUND INVESTIGATION-SANITARY EACH 3.0 $ $
STANDARD SANITARY DROP MANHOLE, SW-
101 301, 72" W/SW-307 EACH 1.0 $ $
TOTAL DIVISION I BASE BID-SECTION III $
FORM OF BID CONTRACT NO. 921 Page 5 of 11
ADDENDUM NO. 1
TOTAL DIVISION I BASE BID-SECTIONS I, II, III $
BID DESCRIPTION UNIT BID PRICE TOTAL BID PRICE
ITEM DIVISION I-AALTERNATE A
2", HMA STANDARD TRAFFIC(ST) SURFACE,
1/2" MIX, PG 58-28S, 75% CR., NO FRICTION $ $
1A REQD. SY 50,855.7 _
2.5", HMA STANDARD TRAFFIC(ST)
2A INTERMEDIATE, 1/2" MIX, PG 58-28S, 60% CR. SY 39,875.9 $ $ _
4", HMA STANDARD TRAFFIC(ST)
3A INTERMEDIATE, 1/2" MIX, PG 58-28S, 60% CR. SY 10,979.8 $ $
3", HMA STANDARD TRAFFIC(ST) BASE, 3/4"
4A MIX, PG 58-28S, 60% CR. SY 60,084.4 $ $
2", HMA HIGH TRAFFIC(HT) SURFACE, 1/2"
MIX, PG 58-28S, 75% CR., NO FRICTION $ $
5A REQD. SY 9,228.7
4", HMA HIGH TRAFFIC(HT) INTERMEDIATE,
6A 1/2" MIX, PG 58-28S, 75% CR. SY 4,019.2 $ $
5", HMA HIGH TRAFFIC(HT) INTERMEDIATE,
7A 1/2" MIX, PG 58-28S, 75% CR. SY 5,209.5 $ $
CURB AND GUTTER, PCC, C-4, 24" WIDE,
8A 7 1/2" THICK LF 23,841.7 $ $
CURB AND GUTTER, PCC, C-4, 24"WIDE, 9"
9A THICK LF 8,965.8 $ $
CURB AND GUTTER, PCC, C-4, 24"WIDE, 10"
10A THICK LF 1,891.0 $ $
11A COLD WEATHER CONCRETE PROTECTION SY 2,784.7 $ $
12A LINSEED OIL TREATMENT SY 1,781.6 $ $
13A PAVEMENT SAMPLES AND TESTING LS 1.0 $ $
14A EXCAVATION CY 22,563.9 $ $
TOTAL DIVISION I ALTERNATE A $
BID DESCRIPTION UNIT EST.QTY. UNIT BID PRICE TOTAL BID PRICE
ITEM DIVISION I-ALTERNATE B
1 B PCC PAVEMENT, 6", C-4 SY 43,413.4 $ $
2B PCC PAVEMENT, 7", C-4 SY 18,835.3 $ $
3B PCC PAVEMENT, 8", C-4 SY 5,629.7 $ $
4B COLD WEATHER CONCRETE PROTECTION SY 16,293.0 $ $
FORM OF BID CONTRACT NO. 921 Page 6 of 11
ADDENDUM NO. 1
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