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M E M O R A N D U M
DATE: July 10, 2009
TO: Mike McBride, PE
FROM: Ellie L. Stanoch, PE
RE: 13151 St. & Keystone Pkwy. - Project No. 07-08E
CC: Jeremy Kashman, Harold Plance, Craig Parks
We have reviewed the bids opened at the July 8'h, 2009 Board of Works meeting for the 1315'
Street and Keystone Parkway interchange project. Three contractors bid on both the 13151 Street
Base Bid and Alternate#1 Bid with the following results.
1315' Street Base Bid 1315' Street Alternate#1 Bid
(Project 07-08E) (Project 07-08E)
Engineer's Estimate $18,819,322.48 $18,070,586.98
Walsh Construction Co. $12,284,393.62* $11,746,826.97*
Rieth-Riley Construction Co., Inc. $13,147,980.00 $12,221,590.00
Calumet Civil Contractors, Inc. $13,150,000.00 $13,600,000.00
Note: Slight rounding discrepancies were identified and corrected. This did not have an affect on
the determination of the low bidder.
Based on our review of the bids, we recommend Walsh Construction Company be awarded the
1315' Street Base Bid for a total of $12,284,393.62 or 131s1 Street Alternate #1 Bid for a total of
$11,746,826.97. The bid from Walsh is complete, and they are the lowest responsible bidder for
both options.
If you have any question please do not hesitate to call.
Page 1 of 2
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope
Company: Rieth - Riley Construction Co., Inc.
Project Name: Keystone Parkway and Main Street Interchange
City of Carmel Project No. 07-08E
Date Submitted: Wednesday, July 8, 2009
Base Bid Amount: $13,147,980.00
Alternate 1 Bid $12,221 ,590.00
Amount:
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
inst/w Lions To Bidders:
This form shall he utilized by all Bidders, except as otherwise specifically provided, all Parts
shall be fitly and accurately filled in and completed and notarized.
Project: Keystone Parkway and Main Street Interchange, City of
Carmel Project#07-08G
•
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystmm Parkway and Main Street,
• reconstruction of Keystone Parkway segments running north
and south of the interchange and reconstruction of portions of
Main Street directly east and west of the interchange. Project
includes new construction of a two-span bridge over Keystone
Parkway.
Date: July 8, 2009
To: City of Carmel, Indiana, Board of Public Works and Safety
BID-I
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Rieth-Riley Construction Co. , Inc.
l.2 Bidder Address: Street Address: 1751 W. Minnesota St. . PO Box 276
City: Indianapolis State: IN Zip: 46206
Phone: 317/634-5561 Fax: 317/631-6423
1.3 Bidder is a/an /mark one]
Individual Partnership X Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [Ike fidlowing must he answered if the Bidder or ally of its partners or joint venture
parties is a foreign corporation. Note. To do business in 01 with the Chu of Carmel,
Indiana,foreign catporcGons must register with the Secretcny of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2. dated January 23, 1958.1
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
130-2 D-2
PART 2
BID PROPOSAI,
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract hems as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract items, total Thirteen Million One Hundred
Forty Seven Thousand Nine Hundred Eighty and 00/i00 Dollars (S 13, 147,980.00 1. The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and arc not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
Alternate Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools.
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill alt obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, fix the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, total Twelve Million Two Hundred Twenty One
Thousand Five Hundred Ninety and00/10Follars (5 12,221,590.00 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal arc estimates
solely for the purpose of Bid evaluation and Contract award, and arc not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
he performed or furnished under the Contract.
131 D-3
p' RT3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08C Base Bid
Keystone Parkway and Main Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UN4T TOTAL
NO. _, PRICE
1 CONSTRUCTION ENGINEERING LS 1 $ 65,40000 $ 65,400.00
2 PAYMENT ADJUSTMENT,PG ASPHALT BINDER DOL 1 $ 1.00 5 1.00
3 MOBILIZATION AND DEMOBILIZATION LS 1 $ 657,398.00 $ 657,398.00
4 CLEARING RIGHT OF WAY LS 1 $ 131,479.00 $ 131,479.00
5 TESTING FOR ASBESTOS EACH 3 $ 530.00 $ 1.590.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 S 3,168.00 $ 3168.00
7 PAVEMENT REMOVAL SYS 15,705 $ 3.83 $ 60,1 50.15
8 GUARDRAIL,REMOVE LET 669 5 400 $ 2,676.00
9 HOUSES AND BUILDINGS,PARCEL NO-66,REMOVE LS 1 $ 13,37500 $ 13,375.00
10 HOUSES AND BUILDINGS,PARCEL NO.74,REMOVE LS 1 $ 12,20600 $ 12,200.30
11 HOUSES AND BUILDINGS,PARCEL NO.75.REMOVE LS 1 $ 12,20000 $ 12,200.00
12 EXCAVATION.COMMON CYS 125.853 $ 13,80 $ 1736,771.40
13 EXCAVATION.UNCLASSIFIED CYS 8,814 5 12.27 $ 108147.78
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 36 $ 150.00 $ 5,400.00
RROTPCTION
15 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 52 $ 78.26 $ 4,06952
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $ 85.00 $ 1,445.00
17 TEMPORARY SEDIMENT TRAP TON 110 $ 82.41 $ 9,065.10
18 TEMPORARY SILT FENCE LFT 491 $ 1.95 $ 957.45
19 TEMPORARY FILTER TUBE.18 IN. LFT 707 5 6A0 $ 4,242.00
20 SUSGRADE TREATMENT,TYPE IA SYS 39,003 $ 4.25 $ 165,762.75
21 B BORROW CYS 367 $ 27.00 $ 6.909.00
22 STRUCTURE BACKFILL,TYPE 1 CYS 5,570 $ 18,29 $ 101,575.30
23 STRUCTURE BACKFILL,TYPE 3 CYS 1,570 $ 28.50 $ 44 745.00
24 COMPACTED AGGREGATE,NO.53.BASE TON 7,029 $ 1671 $ 131,512,59
25 SUBBASE FOR PCCP CYS 2.725 $ 3001 $ 98,235.28
26 COMPACTED AGGREGATE NO-53,TEMPORARY FOR DRIVEWAYS TON 578 $ 35.70 $ 20.634.60
-
27 MILLING,ASPHALT.1 112 IN. SYS 1,596 5 5.51 $ 3.793.96
28 PROFILOGRAPH,HMA LS 1 $ 4,413.20 $ 4,413.20
29 HMA SURFACE,TYPE A TON 42 $ 75.00 $ 3.150.00
3D HMA SURFACE,TYPE C TON 609 $ 6600 $ 41,412.00
31 HMA INTERMEDIATE,TYPE A TON 131 $ 59.00 $ 7,729.00
32 HMA INTERMEDIATE,TYPE C TON 964 $ 46,00 5 44,344.00
33 HMA INTERMEDIATE,OG,TYPE C TON 1,101 $ 47.00 5 51 747.00
34 HMA BASE.TYPE C TON � 2,646 $ 46.00 $ 121,716.00
35 HMA INTERMEDIATE,OG,TYPED TON 4,179 5 45.00 $ 188.055.00
36 HMA FOR TEMPORARY PAVEMENT,TYPE 8 TON 3,039 $ 53.00 $ 161.067,00
37 HMA SURFACE.TYPED TON 2,2421 $ 68.90 $ 152,592.00
38 HMA INTERMEDIATE,TYPE 0 TON 3.085 $ 50.00 $ 153,250.00
39 HMA BASE,TYPED TON 11,229 5 43.00 $ 482,847.00
40 HMA WEDGE AND LEVEL,TYPED TON 1 $ 375.00 5 375.00
41 ASPHALT FOR TACK COAT TON 31 $ 556.00 $ 17,050.00
42 CORING,PCCP LS 1 $ 1,055.00 $ 1,06500
43 PCCP,10 IN. SYS 5,755 $ 33.00 $ 190,047.00
44 PCCP TRUCK APRON.TIN. SYS 326 $ 43.00 $ 14,018.00
45 PCCP,4 IN. SYS 370 $ 38.00 $ 14,06000
46 D-1 CONTRACTION JOINT LET 4,260 $ 11.00 $ 46,86900
47 CONCRETE IMPRINTING SRI- 4,068 S 5.25 $ 21,357.00
48 GUARDRAIL TRANSITION TYPE TOE EACH 3 $ 1,740.00 $ 5,220.00
49 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 39.00 5 39.00
50 IMPACT ATTENUATOR,R2.W1.TL-3 EACH 2 $ 13.377.00 $ 26,754.00
51 IMPACT ATTENUATOR.R2.W2,TL-3 EACH 2 $ 13.377.00 $ 26,75490
52 IMPACTATTENUATOR,LS,W1.TL-1 EACH 3 5 10,410.00 $ 31,230.00
53 GUARDRAIL.W BEAM,6 FT.3IN.SPACING LET 1,213 $ 18.00 $ 21,83400 -
54 ORNAMENTAL RAILING LFT 405 $ 113.00 $ 45,765.00
55 BARRIER DELINEATOR EACH 105 $ 15.00 $ 1,575.00
56 CONCRETE BARRIER,331N. LFT 283 $ 94.00 $ 26,602.00
57 FENCE,FARM FIELD,47 IN. LIT 5,239 $ 6.00 5 31.434.00
56 CURB RAMP.CONCRETE,C SYS 57 $ 98.00 $ 5.586.00
59 CURB RAMP.CONCRETE,MC SYS 21 $ 98.00 $ 2,058.00
60 CURB RAMP,CONCRETE,G 5Y5 47 5 98.00 5 4,606.00
61 CURB RAMP,CONCRETE,H SYS 11 $ 98.00 5 1,078.00
62 CURB RAMP,CONCRETE.K SYS 45 $ 98.00 3 4,41000
63 CURB RAMP.CONCRETE.L SYS 48 $ 98.00 $ 4,704.00
64 SIDEWALK,CONCRETE,4 IN. SYS 348 $ 36.00 $ 12,528.00
65 CURE.INTEGRAL.CONCRETE LET 1,141 S 1300 $ 14,833.00
66 CURE.CONCRETE.MODIFIED LFT 519 $ 2600 5 13494.00
67 CURE AND GUTTER.TYPE II LFT 2,407 $ 11.00 $ 2647700
68 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 5,748 $ 10.00 $ 57,48000
69 CURB AND GUTTER,TYPE III LET 1,305 $ 15.00 $ 19,575.90
70 CURB AND GUTTER,CONCRETE ROLL LFT 396 $ 25.00 $ 9,900.00
71 GUTTER,CONCRETE LFT 1,013 5 10.00 5 10,130.00
72 PAVED SIDE DITCH,A LET 1.855 $ 18.00 $ 33.390.00
73 HMA FOR APPROACHES,TYPE A TON 18 $ 104.00 $ 1,872.00
74 PCCP FOR APPROACHES.6 IN. SYS 351 $ 66.00 $ 23,166.00
75 MAILBOX ASSEMBLY.SINGLE EACH 7 $ 185.00 $ 1.295.00
76 MAILBOX ASSEMBLY,DOUBLE EACH 1 $ 370.00 $ 370.00
77 GEOTEXTILES SYS 533 $ 4.07 $ 2,169.31
78 RIPRAP,REVETMENT TON 280 $ 31.39 $ 8,789.20
79 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 295.00 $ 590.00
80 MULCHED SEEDING.T,CONVENTIAL MIX SYS 5.565 $ 0.21 $ 1,168.65
81 EROSION CONTROL BLANKET SYS 3.069 $ 1.13 $ 3,467.97
82 FERTILIZER TON 1 $ 900.00 $ 900.00
83 SEED MIXTURE,U LBS 345 $ 22.73 $ 7,841.85
84 MULCHING MATERIAL TON 5 $ 340.00 $ 1,700.00
85. WATER kGAL 32 $ 1.00 $ 32.00
86 TOP SOIL CYS 2.431 $ 24.00 $ 58,344.00
87 SODDING,NURSERY SYS 8,686 $ 3.57 $ 31,009.02
88 IRRIGATION CONDUIT LET 1,000 $ 11.00 $ 11,000.00
89 CORED HOLE IN CONCRETE EACH 1 $ 400.00 $ 400.00
90 CONCRETE BRIDGE RAILING TRANSITION,TPS-2A EACH 2 $ 7.950.00 $ 15,900.00
91 CONCRETE BRIDGE RAILING TRANSITION,TPS-20 EACH 2 $ 4.486.00 $ 8,972.00
92 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3,196 $ 99.60 $ 318,321.60
93 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LFT 2,185 $ 97.40 $ 212.819.00
94 MODIFIED 33IN.BRIDGE RAIL-TYPE II LFT 22 $ 196.50 $ 4,323.00
95 CUT WALL,A SFT 13,273 $ 33.30 $ 441,990.90
96 CUT WALL,B SFT 13,393 $ 30.50 $ 408,486.50
97 SEAL COAT,GRAFFITI RESISTANT SFT 72,708 $ 0.48 $ 34,899.84
98 SURFACE SEAL SFT 50.663 $ 0.35 $ 17,732.05
99 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1,305 $ 194.00 $ 253,170.00
100 TEMPORARY RETAINING WALL LS 1 $ 546,000.00 $ 546,000.00
101 REINFORCED CONCRETE BARRIER WALL.TRANSITION LFT 40 $ 345.00 $ 13,800.00
102 REINFORCED CONCRETE BARRIER,57 IN. LFT 425 $ 261.50 $ 111,137.50
103 PIPE,CIRCULAR,36 IN. LFT 579 $ 76.47 $ 44,276.13
104 PIPE,TYPE 4,CIRCULAR,6IN. LET 7,061 $ 2.25 $ 15,887.25
105 PIPE.UNDERDRAIN OUTLET,6 IN. LET 143 $ 33.00 $ 4,719.00
106 PIPE,CIRCULAR.12 IN. LFT 1,687 $ 35.87 $ 60,512.69
107 PIPE,CIRCULAR,15 IN. LFT 1,225 $ 35.68 $ 43,708.00
108 PIPE.CIRCULAR,18 IN. LET 162 $ 44.32 $ 7.179.84
109 PIPE,CIRCULAR,21 IN. LIT 169 $ 52.57 $ 8,884.33
110 PIPE,CIRCULAR,24 IN. LFT 498 $ 45.36 $ 22,589.28
111 PIPE,CIRCULAR,30 IN. LFT 1,261 $ 64.86 $ 81,788.46
112 PIPE,CIRCULAR,42 IN. LFT 622 $ 89.38 $ 55,594.36
113 CONCRETE ANCHOR,42 IN, EACH 1 5 2.451.67 a 2,451.67
114 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $ 47,284.93 $ 47,284.93
115 VIDEO INSPECTION FOR PIPE LET 5,024 $ 1.00 $ 5,624,00
116 PIPE END SECTION,12 IN. EACH 1 $ 720.26 $ 720.26
117 PIPE END SECTION,301N, EACH 1 $ 97T52 $ 977,52
110 ADJUST METER PIT TO GRADE EACH 5 5 705_46 5 3,527.30
119 OUTLET PROTECTOR,3 EACH 3 $ 800.00 $ 2,400.00
120 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 5 1.06 $ 3.180.00
121 AGGREGATE FOR UNDERDRAINS CYS 652 $ 45.00 $ 29,340.00
122 GEOTEXTILES FOR UNDERDRAINS 5YS 10,736 $ 0.90 $ 9,662.40
123 A2000 SIN.PVC,PERFORATED LET 5,320 $ 395 5 21,014.00
124 INLET,HA5 EACH 8 $ 2,664.98 $ 21,319.84
125 CATCH BASIN, HA5 EACH 7 5 2,266_41 5 15,864 87
126 CASTING,ADJUST TO GRADE EACH 8 $ 330.83 $ 2,646.64
127 CASTING,4.FURNISH EACH 1 $ 469.75 $ 469.75
128 TEMPORARY INLET,A2 EACH 1 $ 1,614.81 $ 1,614_81
129 INLET,J10 EACH 2 $ 1,759.91 $ 3,513.82
130 1NLET,M10 EACH 6 $ 1,760.00 $ 10,560.00
131 CATCH BASIN,E7 EACH 3 $ 1,845.20 $ 5,535.60
132 CATCH BASIN.K10 EACH 7 $ 2,083.75 $ 14386,25
133 MANHOLE,C4 EACH 16 $ 2,104.43 $ 33,870.08
134 STRUCTURE,MANHOLE,RECONSTRUCT LFT 4 $ 576.35 $ 2.305.40
135 FIRE HYDRANT,RELOCATE EACH 2 5 4,140.28 5 8,280.56
136 MANHOLE,C2 EACH 2 $ 1.960.62 $ 3.921.24
137 MANHOLE,L4 EACH 3 5 4,862.80 $ 14308.40
138 BYPASS MANHOLE,L4 EACH 1 $ 5,905.34 $ 5,905,84
—
139 MANHOLE.010 EACH 2 $ 2,867.79 $ 5,73556
140 MANHOLE,K4 EACH 3 $ 4,082,06 $ 12,246.18
141 MANHOLE.J4 EACH 11 $ 3,575.61 $ 39.331.71
142 MANHOLE,C7 EACH 1 $ 2,378 42 5 2,378 42
143 INLET,C15 EACH 2 $ 2,179,21 $ 4,358.42
144 CATCH BASIN.C15 EACH 1 $ 2,612.06 $ 2,612.06
145 VALVE BOX.ADJUST TO GRADE EACH 8 $ 478.69 $ 3,831.84
146 ADJUST SERVICE LINE CURB 90X TO GRADE EACH 5 $ 1,523.73 $ 7,61 8_65
147 ADJUST HYDRANT TO GRADE EACH 1 $ 848.32 $ 848.32
148 MASONRY COATING SP- 50,663 $ 1.15 $ 58,26245
149 CONCRETE STAINING SET 11,495 5 3.60 $ 41,382.00
150 FACE PANELS,CONCRETE SET 38,282 $ 18.50 $ 708,217,00
151 WALL ERECTION SFr 38,282 $ 5,50 $ 210,551.00
152 LEVELING PAD.CONCRETE LIT 3,206 $ 63.00 $ 201,978.00
153 COARSE AGGREGATE,NO.B TON 7,363 $ 15.84 $ 123,992.92
154 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 261 $ 80.00 $ 20,88000
V
155 MODULAR BLOCK WALL ERECTION SYS 261 $ 400.00 $ 104.400.00
156 CONSTRUCTION SIGN,C EACH 8 $ 304,00 $ 2432.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 7 5 49600 5 3,472.00
158 ENERGY ABSORBING TERMINAL,CZ EACH 1 S 5,300.00 5 5,300.00
159 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 26.347 $ 0.81 $ 21,341.07
160 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE.LANE EACH 1 $ 212.00 $ 212,00
INDICATION •RROW
161 TEMPORARY PAVEMENT MARKING,REMOVABLE,BIN. LET 10,017 $ 1.52 $ 16.227.54
162 DETOUR ROUTE MARKER ASSEMBLY EACH 20 $ 103.00 $ 2,060.00
163 CONSTRUCTION SIGN,A EACH 27 $ 27700 $ 7,479.00
164 CONSTRUCTION SIGN,B EACH 13 $ 5200 $ 676.00
165 FLASHING ARROW SIGN DAY 500 5 0,01 5 5.00
166 MAINTAINING TRAFFIC LS 1 5 48,903.82 $ 46,903.82
167 BARRICADE.Ill-A LFT 180 $ 22.00 $ 3,960.00
168 BARRICADE,111-B LFT 150 $ 26.00 $ 3.900.00
169 TEMPORARY TRAFFIC BARRIER,TYPE 1 LIT 3,070 $ 31.76 $ 97,50320
170 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2,650 $ 34.09 $ 90,338.50
171 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 11,234.00 5 22,468.00
172 SIGN POST.SQUARE,1, REINFORCED ANCHOR BASE LFT 437 5 12.00 5 5,244.00
173 SIGN, PANEL.WITH LEGEND SFT 165 5 18.00 $ 2,970.00
174 SIGN,SHEET,RELOCATE EACH 7 $ 45.00 5 315.00
175 WIDE FLANGE SIDE POST SUPPORT FOUNDATION,VII EACH 8 $ 410_00 $ 1280.00
176 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.080 IN.THICKNESS SET 169 $ 14.00 $ 2.366.00
177 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 114 $ 15.50 $ 1.767.00
178 STRUCTURAL STEEL,BREAKAWAY LBS 1,511 $ 4.10 $ 6,195.10
179 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $ 1,410.00 5 5,640.00
ISO DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 5 1212.00 $ 4,848.00
181 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 5 978.00 $ 978.00
182 WIRE,NO,4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 444 S 6.75 $ 2,99700
183 CONDUIT.STEEL,GALVANIZED,2 IN. LFT 590 $ 11.50 $ 6.785.00
184 CONDUIT.STEEL,GALVANIZED,4 IN. LFT 60 $ 25.00 $ 1.500.00
185 WIRE..NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,41/C LET 590 $ 6.75 $ 3,982.50
186 HANDHOLE,LIGHTING EACH 10 $ 822.00 $ 8,220.00
187 LIGHT STANDARD FOUNDATION,3 FT.DIAX 8 FT. EACH 31 $ 988.00 $ 30,628.00
188 CONDUIT,PVC,4 IN.,TYPE C,FOR TELEPHONE LFT 850 $ 7.50 $ 5,450.00
189 JUNCTION BOX EACH 2 $ 475.00 $ 950.00
190 WIRE,NO.4 COPPER,IN PLASTIC DUCT, IN TRENCH.41/C LET 5,110 $ 6.75 $ 34,492.50
191 CONDUIT,PVC,2 IN.,SCHEDULE 40,FOR ELECTRIC LFT 444 $ 5.50 $ 2,442.00
192 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 905.00 $ 1,810.00
193 SERVICE POINT,II EACH 2 $ 5,340.00 $ 10,680.00
194 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $ 2.00 $ 10.00
195 CONNECTOR KIT,UNFUSED EACH 33 $ 30.00 $ 990.00
196 CONNECTOR KIT,FUSED EACH 33 S 30.00 $ 990.00
197 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 45 $ 12.00 $ 540.00
198 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 32 $ 35.00 $ 1,120.00
199 INSULATION LINK,NON-WATERPROOFED EACH 66 $ 11.00 $ 726.00
200 INSULATION LINK,WATERPROOFED EACH 40 $ 35.00 $ 1,400.00
201 CABLE DUCT MARKER EACH 12 $ 75.00 $ 900.00
202 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LFT 2,079 $ 0.50 $ 1,039.50
203 CABLE INTERDUCT LET 1,258 $ 13.75 $ 17,297.50
204 HANDHOLE EACH 4 $ 744.00 S 2,976.00
205 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT.PORT HURON EACH 20 $ 1,366.00 $ 27,320.00
206 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 S 895.00 $ 9,845.00
207 LUMINAIRE.UNDERPASS.WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $ 820.00 $ 1,640.00
208 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4 $ 250.00 $ 1,000.00
209 LIGHT POLE,30 FT.E.M.H.1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11 $ 1,663.00 $ 18,293.00
210 LIGHT POLE.30 FT.E.M.H.8 FT.MAST ARM.TRANSFORMER BASE, EACH 16 $ 6,800.00 $ 108,800.00
DECORATIVE POI F
211 LIGHT POLE, 15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $ 5,000.00 $ 22,400.00
DECORATIVE POI F
212 PAVEMENT MESSAGE MARKINGS,REMOVE SYS 30 $ 34.00 $ 1,020.00
213 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LET 320 5 3.88 $ 1,241.60
214 LINE,EPDXY,SOLID,WHITE,4 IN. LET 2,322 $ 0.63 $ 1,462.86
215 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2.765 $ 0.63 $ 1,741.95
216 LINE,THERMOPLASTIC,BROKEN,WHITE.4 IN. LET 2,098 $ 0.38 $ 797.24
217 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 5.984 $ 0.38 $ 2,273.92
218 LINE,THERMOPLASTIC,SOLID.WHITE,BIN. LET 38 5 14.57 $ 553.66
219 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 1,562 $ 0.29 $ 452.98
220 LINE,PAINT,SOLID,WHITE,4 IN. LET 5,785 $ 0.29 $ 1.677.65
221 LINE,PAINT,SOLID,YELLOW.4 IN. LET 5.200 $ 0.29 $ 1,508.00
222 LINE,REMOVE LFT 5,149 $ 0.43 $ 2,214.07
223 LINE,EPDXY,SOLID,WHITE,6 IN. LET 315 $ 0.66 $ 207.90
224 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION EACH 4 $ 424.00 $ 1,596.00
ARROW
225 LINE,THERMOPLASTIC,SOLID,WHITE.6 IN. LET 1,024 $ 1.06 $ 1,085.44
226 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LET 7,945 $ 0.38 $ 3,019.10
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,WHITE, LET 190 $ 3.88 $ 737.20
CROSSHATCH II 24 IN
228 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LET 62 $ 3.88 $ 240.56
229 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH' LET 86 $ 6.24 $ 536.64
230 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 2 $ 115.00 5 230.00
ARROW
231 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 1 $ 145.00 $ 145.00
232 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK. EACH 6 $ 24500 $ 147100
INDICATION ARROW
233 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 213 $ 25.00 S 5,325.00
234 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN_,3FT STRIPE-3FT GAP LIT 72 $ 1.06 $ 76.32
235 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3FT STRIPE-3FT GAP LFT 120 $ 1.12 $ 134.40
236 PLUG PIPE EACH 1 $ 945.54 $ 945.54
237 RETAINING WALL MOCK UP EACH 1 $ 10,900.00 $ 10,900.00
238 BRIDGE RAIL MOCK UP EACH 1 $ 8,20100 $ 8,201.00
239 FLAT WORK MOCK UP EACH 1 $ 7,544.44 5 7,544.44
240 FORM LINER,WALL PANELS SFT 37.961 $ 0.30 $ 11,388.30
241 FORM LINER.MODIFIED 33 IN.BRIDGE RAIL,TYPE 18 II, REAR FACE LIT 2,207 $ 5.60 $ 12,359.20
242 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 $ (12.00) $ (4,860.00)
STRUCTURE NO.1-MAIN STREET-BRIDGE ITEMS
243 CONSTRUCTION ENGINEERING LS 1 $ 8.350.00 $ 8,350.00
244 MOBILIZATION AND DEMOBILIZATION L5 1 $ 100,000.00 $ 100,000.00
245 EXCAVATION,DRY CYS 164 $ 100.00 $ 16 400.00
246 B BORROW CYS 54 $ 50.50 $ 2,72700
247 AGGREGATE FOR END BENT BACKFILL CYS 255 $ 4300 $ 10,965.00
248 DENSE GRADED SUBBASE CY5 65 $ 70-00 $ 4,550.00
249 CONCRETE IMPRINTING SET 10,108 $ 5.25 $ 53,067.00
250 ORNAMENTAL HANDRAIL LFT 204 $ 113.00 $ 23,052.00
V
251 CURB,INTEGRAL,CONCRETE LFT 207 $ 37.00 $ 7,659.00
252 REINFORCED CONCRETE BRIDGE APPROACH SLAB.12 IN, 5Y5 398 $ 120.00 $ 47,760.00
253 GEOTEXTILES SUS 485 $ 4.00 $ 1,940.00
254 DYNAMIC PILE LOAD TEST EACH 2 $ 6,000.00 $ 12,000.00
255 TEST PILE,RESTRIKE EACH 2 $ 2,750,00 $ 5.500.00
256 TEST PILE EACH 2 $ 6,000.00 $ 12,000.00
257 PILE TIP.STEEL H EACH 84 $ 125.00 $ 10,500.00
258 PILE.STEEL H,HP 12 X 74 LET 6,280 5 30.00 $ 188,400.00
259 CONCRETE,A,SUBSTRUCTURE CYS 312 $ 501.00 $ 167,512.00
280 CONCRETE, B,FOOTINGS CYS 139 $ 50000 $ 69,500.00
261 REINFORCING BARS LBS 81.616 $ 0.85 $ 70,169.76
262 REINFORCING BARS.EPDXY COATED LBS 268,438 $ 1.00 S 258,438.00
263 CONCRETE, C,SUPERSTRUCTURE CYS 1,156 $ 428.00 S 494,768.00
264 CONCRETE.C,RAILING CYS 39 $ 1,300.00 S 50,700.00
265 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN X 12 IN LFT 2,049 $ 104.00 $ 213,096.00
266 SURFACE SEAL SET 20,010 S 044 $ 0804.40
267 ANCHOR PLATES,AP7 EACH 80 $ 60.00 $ 4.80000
268 MASONRY COATING SFT 7.010 $ 1.25 $ 8.76230
269 CONDUIT,PVC.2 IN, LET 214 $ 9.60 $ 2,054,40
270 CONCRETE STAINING SET 228 $ 7.45 $ 1,698.60
271 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 2 $ 2,650.00 5 5700.00
272 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $ 1,560.00 $ 3,120.00
273 FORMLINER,BRIDGE RAIL,FRONT FACE LFT 206 $ 62.50 $ 12,875.00
274 FORMLINER,BRIDGE RAIL,REAR FACE LFT 206 5 42,85 $ 8,827.10
275 NO 2 STONE TON 17,582 $ 11.00 $ 193,402.00
276 PRICE ADJUSTMENT FOR SUPPLIED FORMLINER SHAPE CHANGE, LFT 206 5 (0.10) $ (2060)
BRIDGE RAIL -EAR FACE
277 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE. LFT 2,207 $ (0,10) $ 1220.70)
MODIFIED 11 IN BRIDGE RAIL TYPE I&II REAR FACE
278 CURB CONCRETE,STRAIGHT LFT 125 $ 35.64 $ 4,455.00
BASE BID TOTAL: $ 13,147,980.00
SUBMITTED BY: Rieth - Riley Construction Co., Inc.
SIGNA'URE
J
TITLE: Paul J. Tate, Regional VP-Central IN
ADDRESS, 1751 W. Minnesota St., Indianapolis. IN 46221
Cut Walls A&B are bid as X
(Check One) Cut Wall MSE Wall
Rieth-Riley Construction elects to participate in the PG Binder Indexing Program,as per SP-110
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08C Alternate#1 Bid
Keystone Parkway and Main Street interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
1 CONSTRUCTION ENGINEERING LS 1 $ 65,400.00 $ 65,400.00
2 PAYMENT ADJUSTMENT,PG ASPHALT BINDER DOL 1 $ 1.00 $ 1.00
3 MOBILIZATION AND DEMOBILIZATION LS 1 S 611,079.00 S 611,079.00
4 CLEARING RIGHT OF WAY LS 1 $ 122,215.00 $ 122,215.00
5 TESTING FOR ASBESTOS EACH 3 $ 530.00 S 1,590.00
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1 $ 3,168.00 $ 3,168.00
7 PAVEMENT REMOVAL SYS 15,705 $ 7.50 $ 117,787.50
8 GUARDRAIL,REMOVE LFT 669 $ 4.00 $ 2,676.00
9 HOUSES AND BUILDINGS,PARCEL NO.66,REMOVE LS 1 $ 13,375.00 $ 13,375.00
10 HOUSES AND BUILDINGS,PARCEL NO.74,REMOVE LS 1 S 12,200.00 $ 12,200.00
11 HOUSES AND BUILDINGS,PARCEL NO.75,REMOVE LS 1 $ 12,200.00 $ 12,200.00
12 EXCAVATION,COMMON CYS 124.509 $ 13.71 $ 1,707,018.39
13 EXCAVATION,UNCLASSIFIED CYS 8,814 $ 3.00 $ 26,442.00
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 36 $ 150.00 $ 5,400.00
PROTFf TION
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 52 $ 29.00 $ 1,508.00
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $ 85.00 $ 1,445.00
17 TEMPORARY SEDIMENT TRAP TON 110 $ 28.54 S 3,139.40
18 TEMPORARY SILT FENCE LFT 491 $ 1.95 $ 957.45
19 TEMPORARY FILTER TUBE.18 IN. LFT 707 $ 6.00 $ 4,242.00
20 SUBGRADE TREATMENT,TYPE IA SYS 39,003 S 3.75 $ 146.261.25
21 B BORROW CYS 367 $ 27.00 $ 9,909.00
22 STRUCTURE BACKFILL,TYPE 1 CYS 5,570 $ 22.75 $ 126,717.50
23 STRUCTURE BACKFILL,TYPE 3 CYS 1,570 $ 25.00 $ 39,250.00
24 COMPACTED AGGREGATE,NO.53,BASE TON 4.982 $ 22.00 $ 109.604.00
25 SUBBASE FOR PCCP CYS 2.728 $ 40.00 $ 109,120.00
26 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 578 $ 20.00 $ 11,560.00
27 MILLING.ASPHALT,1 1/21N. SYS 375 $ 5.60 $ 2,100.00
28 PROFILOGRAPH,HMA LS 1 $ 4,200.00 $ 4,200.00
29 HMA SURFACE,TYPE A TON 42 $ 84.00 $ 3,528.00
30 HMA SURFACE,TYPE C TON 609 $ 77.00 $ 46,893.00
31 HMA INTERMEDIATE,TYPE A TON 131 S 67.00 $ 8,777.00
32 HMA INTERMEDIATE,TYPE C TON 964 $ 52.00 $ 50,128.00
33 HMA INTERMEDIATE,OG,TYPE C TON 1,101 $ 52.00 $ 57,252.00
34 HMA BASE,TYPE C TON 2,646 $ 51.00 $ 134,946.00
35 HMA INTERMEDIATE,OG,TYPED TON 4,179 $ 51.00 $ 213,129.00
36 HMA SURFACE.TYPED TON 2,143 $ 76.00 $ 162.868.00
37 HMA INTERMEDIATE,TYPED TON 3,365 $ 56.00 $ 171,640 00
38 HMA BASE,TYPE D TON 11,229 $ 48.00 $ 538,992.00
39 HMA WEDGE AND LEVEL,TYPE D TON 1 $ 375.00 $ 375.00
40 ASPHALT FOR TACK COAT TON 31 $ 550.00 $ 17,050.00
41 CORING,PCCP LS 1 $ 1.065.00 $ 1.065.00
42 PCCP, 10 IN. SYS 5.759 $ 35.00 $ 201,565.00
43 POOP TRUCK APRON,TIN. SYS 326 $ 48.00 $ 15,648.00
44 PCCP,4 IN. SYS 370 $ 31.00 $ 11,470.00
45 0-1 CONTRACTION JOINT LFT 4,260 $ 1200 $ 51,120.00
46 CONCRETE IMPRINTING SFr 4,068 $ 5.25 $ 21,357.00
47 GUARDRAIL TRANSITION TYPE TGB EACH 3 $ 1,740.00 5 5.220.00
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 5 39.00 $ 39.00
49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $ 13,377.00 $ 26,754.00
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $ 13,377.00 $ 26.754.00
51 IMPACT ATTENUATOR,LS,W1,TL-1 EACH 3 $ 10,410.00 $ 31,230.00
52 GUARDRAIL,W BEAM,6 FT.3 IN SPACING LET 1.213 $ 18.00 $ 21,834.00
53 ORNAMENTAL RAILING LFT 405 5 113.00 $ 45,765.00
54 BARRIER DELINEATOR EACH 105 $ 15.00 $ 1,575.00
55 CONCRETE BARRIER,33 IN. LFT 203 $ 94.00 $ 26,602.00
50 FENCE,FARM FIELD,47 IN LFT 5,239 5 6.00 $ 31,434.00
57 CURB RAMP,CONCRETE,C S 57 $ 98.00 $ 5.586.00
58 CURB RAMP,CONCRETE,MC $ 21 $ 96.00 $ 2,05800
59 CURB RAMP,CONCRETE,G S 47 $ 98.00 S 4,606.00
60 CURB RAMP,CONCRETE,H S 11 S 98.00 $ 1,078.00
61 CURB RAMP,CONCRETE,K S 45 $ 90.00 $ 4.410.00
62 CURB RAMP,CONCRETE,L 5 46 $ 98.00 5 4,704.00
63 SIDEWALK,CONCRETE,4 IN. 5 34$ S 4100 $ 14,268.00
64 CURB, INTEGRAL,CONCRETE LFT 1.141 $ 15.00 $ 17115.00
65 CURB,CONCRETE.MODIFIED LFT 519 $ 29.00 $ 15.05100
66 CURB AND GUTTER.TYPE II LET 2.407 $ 12.00 $ 28,864,00
67 CURB AND GUTTER,8.CONCRETE,MODIFIED LFT 5,748 $ 11 00 $ 63,228.00
68 CURB AND GUTTER,TYPE III LET 1,305 $ 1700 $ 22,185.00
69 CURB AND GUTTER,CONCRETE,ROLL LFT 396 $ 28.00 5 11,068.00
70 GUTTER.CONCRETE LFT 1,013 $ 12.00 $ 12,156.00
71 PAVED SIDE DITCH,A LFT 1.855 5 18.00 $ 33,390.00
72 HMA FOR APPROACHES,TYPE A TON 18 $ 11600 $ 2,088.00
73 PCCP FOR APPROACHES,6 IN. SYS 351 5 73.00 5 25,623.00
74 MAILBOX ASSEMBLY,SINGLE EACH 7 $ 185.00 $ 1.295.00
75 MAILBOX ASSEMBLY,DOUBLE EACH 1 5 370.00 $ 370.00
76 GEOTEXTILES SYS 533 $ 2.25 $ 1,199.25
77 RIPRAP,REVETMENT TON 280 $ 29.00 $ 8,12000
78 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 295.00 $ 590.00
79 MULCHED SEEDING.T,CONVENTIAL MIX SYS 5,565 $ 0,21 $ 1,168.65
80 EROSION CONTROL BLANKET SYS 3,069 $ 1.13 $ 3,467,97
81 FERTILIZER TON 1 $ 900.00 $ 900.00
82 SEED MIXTURE,U LBS 345 $ 24.96 S 8.81120
83 MULCHING MATERIAL TON 5 5 340.00 S. 170000
84 WATER kGAL 32 $ 1.00 5 32.00
85 TOP SOIL CYS 2,431 5 8.0o $ 19,44800
86 SODDING,NURSERY • SYS 8,686 $ 3.26 $ 28,316.36
87 IRRIGATION CONDUIT LFT 1,000 $ 11.00 $ 11,000.00
88 CONCRETE BRIDGE RAILING TRANSITION.TPS-2A EACH 2 $ 7,950.00 5 15,900.00
89 CONCRETE BRIDGE RAILING TRANSITION,TPS-29 EACH 2 $ 4,486.00 $ 8,97200
90 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3,196 $ 99.60 $ 318,321,50
91 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LET 2,185 $ 97.40 $ 212,81900
92 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 22 $ 196.50 $ 4,323.00
93 CUT WALL,A SET 13,273 $ 33.30 $ 441,990.90
94 CUT WALL.B SET 13393 $ 30.50 $ 408,486.50
95 SEAL COAT,GRAFFITI RESISTANT SFT 72,708 $ 0.48 $ 34,099.84
96 SURFACE SEAL SET 50,663 $ 0.35 $ 17,732.05
97 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1.305 $ 194.00 $ 253,170.00
98 REINFORCED CONCRETE BARRIER WALL TRANSITION LFT 40 $ 345.00 $ 13,800.00
99 REINFORCED CONCRETE BARRIER,57 IN LET 425 $ 261.50 S 111,137.50
100 PIPE,CIRCULAR,35 IN. LET 579 $ 73.00 S 42,267.00
101 PIPE,TYPE 4.CIRCULAR,6 IN. LFT 7,061 $ 4.30 $ 30,362.30
102 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 143 S 11.00 $ 1.573.00
103 PIPE.CIRCULAR,12 IN. LFT 1,687 $ 32.00 $ 53,984 oo
104 PIPE.CIRCULAR,15 IN. LFT 1,225 $ 3400 $ 41,65000
105 PIPE,CIRCULAR.18 IN. LET 162 $ 3800 $ 6,156.00
106 PIPE,CIRCULAR.21 IN. LFT 159 $ 4500 $ 7,605,00
107 PIPE,CIRCULAR,24 IN. LFT 498 $ 50.00 $ 24,900.00
108 PIPE.CIRCULAR.30 IN. LFT 1,261 5 61.00 $ 76,921.00
109 PIPE.CIRCULAR,42 IN. LET 622 $ 84.00 $ 52,248.00
110 CONCRETE ANCHOR,42 IN. EACH 1 $ 2400.00 $ 2,400.00
111 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $ 36,80000 $ 35,800.09
112 VIDEO INSPECTION FOR PIPE LFT 5,624 S 1.00 $ 5,624,00
113 PIPE END SECTION,12 IN. EACH I 3 590.00 $ 590.00
_
114 PIPE END SECTION,30 IN. EACH 1 3 1,530,00 $ 1.530,00
115 ADJUST METER PIT TO GRADE EACH 5 $ 920.00 $ 4.600,00
116 OUTLET PROTECTOR,3 EACH 3 $ 400.00 5 1,200.00
117 VIDEO INSPECTION FOR UNDERORAINS LFT 3.000 $ 1.00 $ 3.000.00
118 AGGREGATE FOR UNDERDRAINS CYS 652 $ 33.00 $ 21.516.00
119 GEOTEXTILES FOR UNDERDRAINS SYS 10.738 $ 0.95 $ 10.19920
-
120 A2000 BIN.PVC,PERFORATED LFT 5.320 $ 5 00 $ 26.600.00
121 INLET,HA5 EACH 8 $ 1,975.00 $ 15,800.00
122 CATCH BASIN.HA5 EACH 7 $ 1,920.00 $ 13,440.00
123 CASTING,ADJUST TO GRADE EACH 7 $ 730.00 $ 5,110.00
124 CASTING,4,FURNISH EACH 1 $ 995.00 $ 995.00
125 INLET,310 EACH 2 $ 1.495.00 5 2,990.00
126 INLET,M10 EACH 6 $ 1,49500 $ 6,970.00
127 CATCH BASIN,E7 EACH 3 5 1,33500 $ 4,005.00
128 CATCH BASIN,K10 EACH 7 $ 1,550.00 $ 10.850.00
129 MANHOLE,C4 EACH 15 $ 1.550,00 $ 24,80000
130 STRUCTURE.MANHOLE,RECONSTRUCT LFT 2 $ 575.00 5 1.350.00
131 FIRE HYDRANT,RELOCATE EACH 2 $ 3,925.00 $ 7.850.00
132 MANHOLE,C2 EACH 2 S 1,875 00 $ 3,750.00
133 MANHOLE,L4 EACH 3 $ 4,380.00 S 13.140.00
134 BYPASS MANHOLE.L4 EACH 1 $ 6,800.00 $ 6,800.00
135 MANHOLE.C10 EACH 2 $ 1,96000 5 3,920.00
136 MANHOLE,K4 EACH 3 $ 2,93000 $ 8,790.00
137 MANHOLE,J4 EACH 11 5 2,640,00 5 29,04000
138 MANHOLE,C7 EACH 1 $ 1,450.00 $ 1,450.00
_
139 INLET,CIS EACH 2 $ 1,975.00 $ 3,950.00
140 CATCH BASIN,015 EACH 1 $ 2,080.00 5 2.080.00
141 VALVE BOX,ADJUST TO GRADE EACH 8 $ 520.00 $ 4.160.00
142 ADJUST SERVICE LINE CURB BOX TO GRADE EACH 5 $ 1.620.00 $ 8,100.00
143 ADJUST HYDRANT TO GRADE EACH 1 $ 1.345,00 $ 1,34500
144 MASONRY COATING SET 50,663 $ 1.15 $ 58262.45
145 CONCRETE STAINING SFT 11,495 $ 3.60 $ 41,382.00
146 FACE PANELS,CONCRETE SET 38,282 $ 13.50 $ 706,217.00
147 WALL ERECTION SFT 38,282 $ 5.50 $ 210 551.00
148 LEVELING PAD,CONCRETE LET 3.206 $ 63.00 $ 201,978.00
149 COARSE AGGREGATE,NO.8 TON 7,363 5 17.00 $ 125,171.00
150 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 261 $ 80.00 $ 20,880 00
4
151 MODULAR BLOCK WALL ERECTION SYS 261 $ 400.00 5 104,400.0D
152 CONSTRUCTION SIGN,C EACH 8 $ 304.00 $ 2,432,00
153 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $ 49600 $ 5,952.00
154 TEMPORARY PAVEMENT MARKING, REMOVABLE,4 IN, LET 2,920 $ 1.03 $ 3.007.60
155 TEMPORARY PANEL SIGN SUPPORTS LFT 81E $ 17.00 $ 13,872.00
156 TEMPORARY PANEL SIGNS SYS 210 $ 75.00 $ 15.750.00
157 DETOUR ROUTE MARKER ASSEMBLY EACH 44 $ 103.00 $ 4.532.00
158 CONSTRUCTION SIGN,A EACH 18 $ 277.00 $ 4.986.00
159 CONSTRUCTION SIGN,B EACH 13 $ 52.00 $ 676.00
160 FLASHING ARROW SIGN DAY 500 5 0-01 $ 5.00
161 MAINTAINING TRAFFIC LS 1 $ 63,998.35 $ 63998.35
162 BARRICADE,ill-A LET 374 $ 22.00 5 8228.00
163 BARRICADE,ill-B LET 144 $ 26.00 $ 3744.00
164 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 11,234.00 $ 22,468.00
165 SIGN POST,SQUARE, 1,REINFORCED ANCHOR BASE LET 437 $ 12.00 $ 5,244.00
166 SIGN,PANEL.WITH LEGEND SFT 165 $ 18.00 $ 2,970.00
167 SIGN,SHEET.RELOCATE EACH 7 $ 45.00 $ 31500
168 WIDE FLANGE SIDE POST SUPPORT FOUNDATION.VII EACH 8 $ 410.00 S 3.280-00
169 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND.0.080 IN.THICKNESS SFr 169 $ 14.00 $ 2,366,00
170 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SFT 114 $ 15.50 5 1,767,00
171 STRUCTURAL STEEL.BREAKAWAY LBS 1,511 $ 4.10 $ 6,195.10
172 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $ 1,41000 $ 5,640.00
173 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 4 $ 1,212.00 $ 4.843.00
174 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $ 978.90 $ 978.00
175 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT.4110 LFT 444 $ 6.75 $ 2.997.00
176 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 590 $ 11.50 $ 6.785,00
177 CONDUIT,STEEL GALVANIZED,4 IN. LET 60 $ 2500 $ 1,500.00
178 WIRE.NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,4 11C LFT 590 $ 675 S 3,962.50
179 HANDHOLE,LIGHTING EACH 10 5 82100 $ 8,220.00
180 LIGHT STANDARD FOUNDATION, 3 E.DIA X 8 FT. EACH 31 S 988.00 5 30.62800
181 CONDUIT,PVC,4 IN.,TYPE C.FOR TELEPHONE LFT 860 S 7.50 $ 8,45000
182 JUNCTION BOX EACH 2 S 475.00 $ 950.00
183 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH,4 VC LFT 5,110 $ 6.75 $ 34.492.50
184 CONDUIT,PVC,2 IN.,SCHEDULE 40.FOR ELECTRIC LFT 444 $ 5.50 $ 2,442,00
185 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 905.00 $ 1,810.00
186 SERVICE POINT,II EACH 2 $ 5.340.00 5 10,680.00
187 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $ 2.00 $ 10.00
188 CONNECTOR KIT,UNFUSED EACH 33 $ 30.00 $ 990.00
189 CONNECTOR KIT,FUSED EACH 33 $ 30.00 $ 990.00
190 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 45 $ 12.00 $ 540.00
191 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 32 I. 35.00 $ 1,120.00
192 INSULATION LINK,NON-WATERPROOFED EACH 66 $ 11.00 $ 726.00
193 INSULATION LINK,WATERPROOFED EACH 40 $ 35.00 $ 1,400.00
194 CABLE DUCT MARKER EACH 12 $ 75.00 5 900.00
195 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LET 2,079 $ 0.50 $ 1,039.50
196 CABLE INTERDUCT LET 1,258 $ 13.75 $ 17,297,50
197 HANDHOLE EACH 4 $ 744.00 $ 2,976.00
198 LUMINAIRE,ROADWAY,METAL HALIDE,250 WAIT.PORT HURON EACH 20 $ 1,365.00 $ 27,320.00
199 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 $ 895.00 $ 9,845.00
200 LUMINAIRE,UNDERPASS.WALL MOUNTED,METAL HALIDE.150 WATT EACH 2 $ 820.00 $ 1,640.00
201 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4 $ 250.00 $ 1,000.00
a
202 LIGHT POLE,30 FT.E.M,H_1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $ 1,663.00 $ 18,293.00
203 LIGHT POLE,30 FT,E.M.H.8 FT.MAST ARM,TRANSFORMER BASE, EACH 16 $ 6,800.00 $ 108,800.00
DECORATIVE POI F
204 LIGHT POLE, 15 FT.E.M.H.4 FL MAST ARM,TRANSFORMER BASE. EACH 4 $ 5,600.00 $ 22,400.00
nORATIVF POI F
205 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE.24 IN. LET 320 $ 388 $ 1,241 80
206 LINE, EPDXY,SOLID,WHITE,41N, LFT 2322 $ 0.63 $ 1,46286
207 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2.765 $ 0.63 $ 1,741.95
'208 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2.098 S 0.38 $ 79724
209 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 5,984 $ 0.38 $ 2,27392
210 LINE,THERMOPLASTIC,SOLID,WHITE,S IN LET 38 $ 14.57 $ 553.66
211 LINE,REMOVE LET 360 $ 2.00 $ 720.00
212 LINE,EPDXY,SOLID,WHITE,6 IN. LET 315 $ 0.66 $ 207.90
213 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION EACH 4 $ 42400 S 1,696.00
ARROW
214 LINE,THERMOPLASTIC,SOLID,WHITE,SIN. LET 1,024 $ 1.08 $ 1,085.44
215 LINE.THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 7,945 $ 0.38 $ 3,019.10
216 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,WHITE, LFT 190 5 388 S 737.20
_ CROSSHA CH LIN 41N
217 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 62 $ 3.88 $ 24056
215 TRANSVERSE MARKINGS,THERMOPLASTIC."SHARKS TEETH' LFT 86 $ 6.24 $ 536,64
219 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 2 $ 115.00 $ 230.00
ARROW
220 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 1 $ 145.00 $ 145.00
221 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK, EACH 6 $ 245.00 5 1.47100
INDICATION ARROW
222 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 213 $ 25.00 $ 5.325,00
223 LINE.THEEMOPLASTIC,BROKEN,WHITE,6 IN.,3FT STRIPE-3F-GAP LFT 72 $ 1.06 $ 76.32
224 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3FT STRIPE-3FT GAP LFT 120 5 1,12 5 134.40
225 RETAINING WALL MOCK UP EACH 1 $ 10,900.00 $ 10.900.00
226 BRIDGE RAIL MOCK UP EACH 1 5 8.201.00 5 8.201.00
227 FLAT WORK MOCK UP EACH 1 $ 8,412.44 $ 8,412.44
228 FORM LINER,WALL PANELS SFT 37,961 $ 0.30 $ 11,388.30
229 FORM LINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE I&II,REAR FACE LFT 2,207 $ 5.60 $ 12,35920
230 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 $ (12.00) $ (4,86000)
STRUCTURE NO. 1-MAIN STREET-BRIDGE ITEMS
231 CONSTRUCTION ENGINEERING LS 1 S 8,350.00 $ 8,350.00
232 MOBIILIZATION AND DEMOBILIZATION LS 1 $ 100,00700 $ 100.000.00
_
233 EXCAVATION,DRY CYS 164 $ 100.00 $ 16,400.00
234 B BORROW CYS 54 $ 50.50 $ 2,727.00
235 AGGREGATE FOR END BENT BACKFILL CYS 255 $ 43.00 $ 10,965.00
236 DENSE GRADED SUBBASE CYS 65 $ 70.00 $ 4,550.00
237 CONCRETE IMPRINTING SET 10,108 $ 5.25 S 58067,00
238 ORNAMENTAL HANDRAIL LET 204 S 113.00 $ 23,052.00
239 CURB,INTEGRAL.,CONCRETE LFT 207 $ 37.00 S 7659.00
240 REINFORCED CONCRETE BRIDGE APPROACH SLAB, 12 IN. 5YS 398 S 120.00 $ 47,760.00
241 GEOTEXTILES SUS 485 $ 4.00 S 1,940.00
242 DYNAMIC PILE LOAD TEST EACH 2 S 6,000.00 $ 12,000.00
243 TEST PILE,RESTRIKE EACH 2 $ 2,750.00 5 5,500.00
244 TEST PILE EACH 2 $ 6,000.00 5 12,000.00
245 PILE TIP,STEEL H EACH 84 $ 125.00 $ 10.500.00
245 PILE,STEEL H,HP 12 X 74 LET 6,280 $ 30.00 $ 188,400.00
247 CONCRETE,A,SUBSTRUCTURE CYS 312 $ 60100 $ 137.512.00
248 CONCRETE,B,FOOTINGS CYS 139 $ 500.00 $ 69,500.00
249 REINFORCING BARS LBS 81516 S. 0.86 5 70,189.76
250 REINFORCING BARS,EPDXY COATED LBS 268,438 $ 1.00 $ 268,438.00
251 CONCRETE,C,SUPERSTRUCTURE CYS 1,156 S 45400 $ 624.824.00
252 CONCRETE,C.RAILING CYS 39 $ 1.30000 $ 50,700.00
y
253 STRUCTURAL MEMBERS,CONCRETE I-BEAM.11,36 IN X 121N LET 2,049 $ 10400 $ 213.096.00
254 SURFACE SEAL SFT 20,010 $ 0.44 $ 8,804.40
255 ANCHOR PLATES.AP1 EACH 80 $ 60.00 $ 4,80000
256 MASONRY COATING SET 7,010 $ 1.25 $ 8,762.50
257 CONDUIT,PVC,2 IN. LET 214 $ 9.60 $ 2,954.40
258 CONCRETE STAINING SEE 228 $ 7.45 $ 1,698.60
259 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 S 2.55000 $ 5,700.00
263 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $ 1.560.00 $ 3,120.00
281 FORMLINER, BRIDGE RAIL,FRONT FACE EACH 206 S 62.50 $ 12675.00
262 FORMLINER.BRIDGE RAIL,REAR FACE LFT 206 $ 42.85 $ 8,827.10
263 NO 2 STONE TON 17,582 S 11.00 $ 191402.00
264 PRICE ADJUSTMENT FORSUPPLIED FORMLINER SHAPE CHANGE, LFT 206 $ (0.10) $ (20.60)
BRIDGF RAII REAR FACE
265 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE, LFT 2207 $ (0 10) $ {220.70)
MODIFIED 33 IN.BRIDGE RAII TYPE 1&II REAR FACE
266 CURB CONCRETE,STRAIGHT LIT 125 $ 39.74 $ 4,967.50
ALTERNATE#1 BID TOTAL: $ 12221,590.00
SUBMITTED BY Rieth - Riley Construction Co., Inc.
SIGNATUR
TITLE, Paul J.Tate, Regional VP-Central IN •
ADDRESS: 1751 W. Minnesota St., Indianapolis, IN 46221
Cut Walls A&B are bid as X
(Check One) Cut Walt WISE Wall
Rieth-Riley Construction elects to participate in the PG Binder Indexing Program,as per SP-110
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
1 6/25/2009
2 6/29/2009
3 7/01/2009
4 7/02/2009
BID-5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall 1;11N state each exception taken to the Specifications or other ConUact
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned dial any exception taken by Bicider and deemed try OJNUVER to be a
material qualification or variance front the terms of the Contract Documents mew result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
None.
131D-6
BID PROPOSAL SUMMARY PAGE
1
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
1 Company:
Calumet Civil Contractors, Inc.
Project Name: Keystone Parkway and Main Street Interchange,
City of Carmel Project #07-081
Date Submitted: July 8, 2009
Base Bid
I
Amount 13 ISM , Duo , ° �
Alternate 1 Bid
Lcfr Amount 1 Jj lD 0 v! b Op B�
1
l
1
Revised 611212009
1
l •
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders, except as ofhenvive specifically provided, all Parts
shed/ be filly and accu;ately fulled in and completed and notarized.
Project: Keystone Parkway and Main Street Interchange, City of
Carmel Project #07-03F_
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection ofhersmne Parkway and Main Street,
reconstruction of Keystone Parkway segments running north
and south of the interchange and reconstruction of portions of
Main Street directly east and crest ofllre interchange. Project
II includes new construction of a two-span bridge over Keystone
Parkway.
Date: July 8, 2009
To: City of Carmel, Indiana, Board of Public Works and Safety
1
S
J
1 BID-I
I
TI
PART ►
BIDDER INFORMATION
(Print)
•
7
t I.I Bidder Name: Calumet Civil Contractors, T c.
2 Bidder Address: Street Address: 4898 Fieldstone Drive
City: Whites town State: IN Zip: 46075
Phone: (317) 769-1900 Fax: (317) 769-7424
I .3 Bidder is plan (math one
Individual Partnership X Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following 'trust he answered if the Bidder or am' of el its partners or joint venture
parries is a foreign corporation. Note: To do business in or with the City of Cannel,
Inrlicrncr. foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation ic! as stated therein ouch expressed in the
Athniney General's Opinion #2, tinted January 23, /958.)
Corporation Name:
2 Address:
.3 Date registered with State of Indiana:
1
.4 Indiana Registered Agent:
Name:
}
Address:
BID-2
1
PART' 2
HID PROPOSAL
2.1 Base Bid
The undersigned I3idder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perfbrtu
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
c�t}�1ated unit quantities for such Contract Hems, total t/tt/ J-a1 M1i f.a A nAk kilAAA t4
+, 1 t I koa'a-4 Qn1 °qro>, Dollars ($ LTA l ice,ono. o-0). The
Bidder acknowledges that evaluation of the lowest 13id shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
, as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall he compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
/ be performed or furnished under the Contract.
Alternate Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents For the above described
Work and Project. including any and all addenda thereto, for the Unit Prices applicable to
the Contract items as stated in Part 3 hereof. which Unit,Prices, when multiplied by
estimated unit cuantitics for such Contract Items, total Ill !-tt_n At a 1't
ittad/,.,d koat s J and °41 —I3ollars {$41•101 0.1 o4)0. ad. The
} Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
) the Contract shall be compensated for on a Unil. Price basis and that. the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
1
. 1
13I D-3
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.0748C Base Bid
Keystone Parkway and Main Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. PRICE
I CONSTRUCTION ENGINEERING LS 1 $100,000.00 $100,000.00
2 PAYMENT ADJUST MENT,PG ASPHALT BINDER Ca 1 $1.00 $1.00
3 MOBILIZATION AND DEMOBILIZATION LS 1 Stott snn•e1 ( L146 0430. 0b
4 CLEARING RIGHT OF WAY LS 1 $1250,000,00 $1 250,000.00
5 TESTING FOR ASBESTOS BACH 3 $300.09 $900.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH I $1.00 $1.00
7 PAVEMENT REMOVAL SYS 15,705 $5.50 $86,377.50
e GUARDRAIL,REMOVE LPi 660 $4.00 $2.676.00
9 HOUSES AND BUILDINGS.PARCEL NO.06,REMOVE LS __ 1 $7,00000 $7,000.00
10 HOUSES AND BUILDINGS,PARCEI.NO.74,REMOVE LS 1 $12.0110.00 $12,000.00
11 HOUSES AND BUILDINGS,PARCEL NO.75,REMOVE LS 1 $7,000.00 $7,000.00
12 EXCAVATION,COMMON CYS 125,853 $12.50 51,573,162.50
13 EXCAVATION,UNCLASSIFIED CYS 6,814
$9.90 $87,25860
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET $150 100 $5,400.00
PROTECTION _ EACH 36 _
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 52 $40.00 $2,080.00
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $85.09 $1,445.00
17 TEMPORARY SEDIMENT TRAP TON 110 $39.00 54,29000
18 TEMPORARY SILT FENCE LFT 491 $1.95 $957.45
19 TEMPORARY FILTER TUBE, 18 IN. LPT 707 50.00 $4,242.00
20 SUBGRADE TREATMENT,TYPE IA SYS 34.003 54.00 $156,012.00
21 B BORROW CYS 367 $26 DO $9,542.00
22 STRUCTURE BACKFILL,TYPE 1 CYS 5,570 $17.00 $94,690.00
23 STRUCTURE BACKFILL.TYPE.3 CYS 1,570 $35.00 554,950.00
24 COMPACTED AGGREGATE.NO.53,BASE TON 7,029 $20.00 $140,58D00
25 SUBBASE FOR PCCP CYS 2728 $35.00 $95,480.00
26 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 578 $17.00 $9,825.00
27 MILLING,ASPHALT, 1 1/2 IN. SYS 1 596 $7.25 $11'571.00
28 PROFILOGRAPH,HMA LS t $1,000.00 $1,000.00
29 HMA SURFACE,TYPE A TON 42 $89.00 $3739.00
30 HMA SURFACE,TYPE C TON 609 $/0.00 $42,630.00
31 HMA INTERMEDIATE.TYPE A TON 131 $69.00 $9.039.00
32 HMA INTERMEDIATE,TYPE C TON 964 $53.09 $51,092.00
33 HMA INTERMEDIATE,OC,TYPE C TON 1,101 $54.00 $59,454 DO
34 HMA BASE,TYPE C TON 2,646 $50.00 $132.300.00
35 HMA INTERMEDIATE,OR•IYPE 0 TON 4179 $53.00 $221.487.00
36 HMA FOR TEMPORARY PAVEMENT,TYPE B TON 3,039 $70.00 $212,730.00
37 HMA SURFACE,TYPED TON 2 244 $74,00 $166,056.00
38 HMA INTERMEDIA1 E.TYPE D TON 3,065 $55.00 $171,640.00
39 HMA BASE,TYPE❑ TON 11,229 _ $49,00 $550,221.00
40 HMA WEDGE AND LEVEL,TYPE 0 TON 1 $500.00 5500.00
41 ASPHALT FOR TACK GOAT TON 31 $10000 53.100.00
42 CORING,PCCP LS 1 $1500.00 $1,500.00
43 PCCP, 10IN_ SYS 5,759 $45.00 3259.15500
44 PCCP TRUCK APRON.7 IN. SYS 320 $41.00 513,366.00
45 PCCP.4 IN. SYS 370 $28.00 $10,360.00
45 D-1 CONTRACTION JOINT LFT 4,260 $14.00 $59,640.00
47 CONCRETE IMPRINTING SFT 4,058 $5.00 $20,340.00
46 GUARDRAIL TRANS MON TYPE TGB EACH 3 $1,740.00 $5,220.00
49 GUARDRAIL.STEEL CURVED TERMINAL END SEC'T'ION EACH 1 339.00 $39.00
50 IMPACT ATTENUATOR, R2,W 1,TL-3 EACH 2 513,377.00 $26.754.00
51 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2 513,377.00 $20,754.00
52 IMPACT ATTENUATOR,LS,WI.TL-1 EACH 3 510,410.00 $31,230.00
53 GUARDRAIL.W BEAM,5 F 3 IN.SPACING LFT 1,213 318.00 $21,634.00
54 ORNAMENTAL RAILING LFT 405 511300 $45,765.00
55 BARRIER DELINEATOR EACH 105 515.00 $1,575.00
56 CONCRETE BARRIER,33 IN. LET 283 $95.00 $25,885.00
57 FENCE,FARM FIELD,47 IN. LFT 5,239 56.00 $31,434.00
56 CURB RAMP,CONCRETE.C SYS 57 $118.00 $6,726.00
59 CURB RAMP,CONCRETE,MC 375 21 3125.00 $2,625.00
SD CURB RAMP,CONCRETE,0 SYS 47 $105.00 $4,935.00
51 CURB RAMP.CONCRETE,H SYS 11 8115.00 $1,265.00
62 CURB RAMP,CONCRETE.K SYS 45 $94.00 $4,230.00
63 CURB RAMP,CONCRETE,L SYS 4B $103.50 $4,96900
64 SIDEWALK,CONCRETE,4 IN_ SYS 348 $29.00 $10,092.00
55 CURB, INTEGRAL,CONCRETE LET 1,141 $10.00 $18,256.00
66 CURS,CONCRETE.MODIFIED LFT 519 $18.50 $9,601,50
67 CURB AND GUTTER.TYPE II LET 2,407 $11.50 $27,660.50
08 CURB AND GUTTER,B,CONCRETE,MODIFIED LET 5.746 511.50 $65,102.00
69 CURB AND CUTTER,TYPE III LFT 1,305 512.80 $16,704.00
70 CURB AND GUTTER,CONCRETE.ROLL LFT 395 $19.00 $7,524.00
71 GUTTER,CONCRETE LFT 1,013 $11.00 $11,143 00
72 PAVED SIDE DITCH,A LET 1,055 $19.00 $35,245.00
73 HMA FOR APPROACHES,TYPE A TON 18 $140.00 $2,520.00
74 PCCP FOR APPROACHES,6 I. SYS 351 $37.00 $12,987.00
75 MAILBOX ASSEMBLY,SINGLE EACH 7 $18500 $1,295.00
75 MAILBOX ASSEMBLY,DOUBLE EACH 1 $370.00 $370.00
77 GEOTEXTILES SYS 533 $3.13 $1,568.29
78 RIPRAP,REVETMENT TON 280 533.13 $9,276.40
79 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 5205.00$245.00 9590.00
80 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 5665 50.21 $1,156.55
81 EROSION CONTROL BLANKET SYS 3,069 51.13 $3,467.97
82 FERTILIZER 70N 1 $900.00 $900.00
03 SEED MIXTURE.LI LBS 345 53.36 $1,159.20
84 MULCHING MATERIAL TON 5 $340.00 $1,700.00
85 WATER kGAL 32 $1.00 $32.00
85 TOP SOIL CYS 2,431 $25.00 $8077500
R7 SODDING,NURSERY SYS 8.686 $2.51 $21.801.86
88 IRRIGATION CONDUIT LFT 1,000 $10.00 $10,000.00
89 CORED HOLE IN CONCRE1 E EACH 1 $150.00 $150.00
90 CONCRETE BRIDGE RAILING TRANSITION,TPS-2A EACH 2 $3,350.00 $10,700.00
01 CONCRETE BRIDGE RAILING TRANSITION,TPS-23 EACH 2 $2,000.00 55,800.00
92 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 3.196 $120.00 9383.52000
93 MODIFIED 33 IN_BRIDGE RAIL-TYPE! LFT 2,185 $135.00 $294,975.D0
94 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 22 $260.00 55720.00
95 CUT WALL,A SFT 13,273 $0.01 $132.73
95 CUT WALL,B SF1' 73,393 $0.01 $133.93
97 SEAL COAT,GRAFFITI RESISTANT SFT 72,708 $0.44 $31.991.52
98 SURFACE SEAL SFT 50,663 $0.32 $15,212.16
99 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1,305 $196.50 $256,432.50
100 TEMPORARY RETAINING WALL LS 1 $5000000 $50,000.00
101 REINFORCED CONCRETE BARRIER WALL,TRANSITION LET 40 5251200 $10,000.00
102 REINFORCED CONCRETE BARRIER, 57 IN. LFT 425 $183.00 $00,325.00
103 PIPE,CIRCULAR.36 IN. LFT 579 250.00 $28,950.00
104 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 7.061 53.10 $21,889.10
105 PIPE, UNDERDRAIN OUTLET,0IN. LFT 143 $12.55 $1,808.95
105 PIPE,CIRCULAR,12 IN, LEl' 1,687 $23.50 $39,644.50
107 PIPE,CIRCULAR, IS IN. LFT 1 225 $2300 $25,72503
108 PIPE.CIRCULAR, 18 IN. LFT 162 $27.50 54,455.09
109 PIPE.CIRCULAR,21 IN. LFT 169 $30.00 55.070.00
110 PIPE,CIRCULAR,24 IN_ LFT 498 $38.00 218,924.00
111 PIPE.CIRCULAR,30 IN. LI'T 1,261 $4300 $54,223.00
112 PIPE,CIRCULAR,42 IN, LET 622 566.00 $41,05200
113 CONCRETE ANCHOR,42 IN. EACH 1 $1,900.00 $1,900.00
114 STORMWATER TREATMENT SYSTEM.TYPE II EACH I 554,400,00 $54,400.00
115 VIDEO INSPECTION FOR PIPE LFT 5,624 $1.00 $5,624.00
116 PIPE END SECTION, 12 IN. EACH 1 $640.00 $640.00
117 PIPE END SECTION,30 IN. EACH 1 $1,100.00 $1,100.00
118 ADJUST METER PIT TO GRADE EACH 5 $400.00 $2,000.00
119 ODTLET PROTECTOR,3 EACH 3 $425.00 $1,275.00
120 VIDEO INSPECTION FOR UNDERDRAINS LF7 3000 51.30 $3,900.00
121 AGGREGATE FOR UNDERDRAINS CYS 652 530.00 $19,560.00
122 GEOTExTILES FOR UNDERDRAIN SYS 10,736 51.25 $13,42000
123 A2000 61N_PVC,PERFORATED LFT 5,320 $6.25 $33,250.00
124 INLET.HAG EACH 8 $1.635.00 $13,080.00
125 CATCH BASIN,HAS EACH 7 $1,750.00 512.250.00
126 CASTING,ADJUST TO GRADE EACH 8 $400.00 $3,200.00
127 CASTING.4,FURNISH EACH 1 $451.00 $451.00
128 TEMPORARY INLET,A2 EACH 1 $1.47,5.1.8) $1,475.00
129 INLET',JI0 EACH 2 51,500.00 $3,000.00
130 INLET.M10 EACH 6 31.500.00 $9,000.00
131 CATCH BASIN,E7 EACH 3 $1,000.00 $4,800.00
132 CATCH BASIN,K10 EACH 7 $1,800.00 $12,600.00
133 MANHOLE,C4 EACH 16 $2.130.00 $34,080.00
134 STRUC LURE,MANHOLE.RECONSTRUCT LET 4 $111 00 $444.00
135 FIRE HYDRANT.RELOCATE EACH 2 56,800 00 $13,800.00
136 MANHOLE,C2 EACH 2 $2,200.00 $4,400.00
137 MANHOLE.L4 EACH 3 $7,400.00 $22,200.00
138 BYPASS MANHOLE, L4 EACH I $7,230.00 $7.230.00
139 MANHOLE,010 EACH 2 $2,400.00 $4,800.00
140 MANHOLE,K4 EACH 3 $3.600.00 $10.800.00
141 MANHOLE,J4 EACH 11 $2.700.00 $29,700.00
142 MANHOLE,C7 EACH 1 $1,950.00 $1.950.00
143 INLET,C16 EACH 2 $1,900.00 $3.000.00
144 CA'T'CH BASIN,C15 EACH 1 $2,200.00 $2,200.00
145 VALVE BOX.ADJUST TO GRADE EACH B $400.00 $3.200.00
146 ADJUSI SERVICE LINE CURB BOX TO GRADE EACH 5 $400.00 $2,000,00
147 ADJUST HYDRANT TO GRADE EACH 1 $975.00 $075.00
148 MASONRY COATING SET 50,003 $1.15 $58,262.45
149 CONCRETE STAINING SET 11,495 $3.50 $40,232.50
150 FACE PANELS,CONCRETE SFT 38,202 $0.01 $362.82
151 WALL ERECTION SFT 38,282 $0.01 $38202
152 LEVELING PAD.CONCRETE LET 3206 $0.01 $32.00
153 COARSE AGGREGATE.NO.B TON 7,363 $1625 $119,64875
184 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT 575 291 $70.00 $18,270.00
155 MODULAR BLOCK WALL ERECTION SYS 261 5120.00 $31,320.00
156 CONSTRUCTION SIGN.C EACH 8 $004.00 $2.432.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $495,30 $3,472.00
158 ENERGY ABSORBING TERMINAL,CZ EACH 1 $5.300.00 $5,300.0
159 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 26347 $0.51 $21,341.07
160 TEMPORARY PAVEMENT MESSAGE MARKING.REMOVABLE,LANE $212.00 $212.00
IND CATIONAHROW EACH 1
151 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT 10,017 51.62 $15,227.54
152 DETOUR ROUTE MARKER ASSEMBLY EACH 20 5103.00 $2,060.00
163 CONSTRUCTION SIGN,A 54011 27 $277.00 $7470,00
164 CONSTRUCTION SIGN, B EACH 13 $52.00 $676.00
165 FLASHING ARROW SIGN DAY SGO 500.01 55.00
166 MAINTAINING TRAFFIC LS 1 S171,3 t. 4 il9,3st.0 1/4„,
167 BARRICADE,111-A LFT 180 $22-00 53,96000
165 BARRICADE, III-13 LFT 150 526.00 $3,900.00
169 TEMPORARY TRAFFIC BARRIER.TYPE 1 LET 3.070 $2200 $67,540.00
170 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2650 $93.30 $60,950.00
171 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 S112.34.00 $22,46800
172 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 437 $20.00 $8,740.00
173 SIGN,PANEL,WITH LEGEND GFT 165 $2400 $3,300.00
174 SIGN,SHEET,RELOCATE EACH 7 5150.00 $1,050.00
175 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 8 $150.00 $1,200.00
178 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 169 $20.00 $3,38000
177 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 114 $2000 $228000
178 STRUCTURAL STEEL,BREAKAWAY LBS 1,511 35.00 57,555.00
179 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1,000.00 $4,000.00
180 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,000.00 $4,00000
181 TRANSPORTATION OF SALVAGEABLE SIGNAL EOUIPMENT LS 7 $1000.00 $1000.00
102 WIRE,NO.4 COPPER,IN PLASTIC DUCT, IN PLASTIC CONDUIT,4 1IC LFT' 444 $2.00 5888.00
183 CONDUIT,STEEL,GALVANIZED,2 IN. LET 590 $10.00 $5,900.00
184 CONDUIT,STEEL,GALVANIZED,4 IN. LFT 60 $10.00 $600.00
185 WIRE,NO.4 COPPER, IN PLASTIC DUCT, IN STEEL CONDUIT,411C LFT 590 $2.00 $1,18000
106 HANUHOLE,LIGHTING EA(-H 10 $50000 55,000.00
187 LIGHT STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 31 $1,000.00 $31,000.00
188 CONDUIT,PVC,4 IN._TYPE C,FOR TELEP1'IONE LFT 860 $2,00 31,720.00
189 JUNCTION BOX EACH 2 $500.00 51 000.00
190 WIRE, NO.4 COPPER.IN PLASTIC DUCT.IN TRENCH,4 EC LFT 5.110 $2.00 510,220.00
191 CONDUIT,PVC,2IN.,SCHEDULE 40. FOR ELECTRIC LFT 444 $10.00 $4,44903
192 UNDERPASS CIRCUIT INSTALLATION.1 LLIMINAIRE EALH 2 $1,00000 52,000.00
193 SERVICE POINT.II EACH 2 $1,000.00 $2,000.00
194 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $60.00 $250.00
195 CONNECTOR KIT,UNFUSED EACH 37 $100.00 $3,300.00
196 CONNECTOR KIT,FUSED EACH 33 3100.00 $3,330.00
197 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 45 550.00 52.250,00
198 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 32 $50.00 51.600,00
199 INSULATION LINK,NON-WATERPROOFED EACH 66 $5000 $3,300.00
200 INSULATION LINK,WATERPROOFED EACH 40 $50.00 $2,000.00
201 CABLE DUCT MARKER EACH 12 $50.00 $600.00
202 POLE CIRCUIT CABLE, 1 C NO. 10 STRANDED COPPER LFT 2 074 $2.00 $4,156.30
203 CABLE INTERDUCT LFT 1,258 $2.00 $2,515.00
204 HANDHOLE EACH 4 5500.00 $2,000.00
203 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT, PORT HURON EACH 20 $1,000.00 $20,000.00
206 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,MONGOOSE EACH 11 $1,000.00 $11,000.00
207 LUMINAIRE.UNDERPASS,WALL MOUNTED.METAL HALIDE,150 WATT EACH 2 $1.000.00 52,000.00
208 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4 $1,000.00 54000.00
209 LIGHT POLE,30 FT.E.M.H. 1.5 FT. MAST ARM,BREAKAWAY BASE EACH 11 $4,000.00 544.000,00
210 LIGHT POLE,30 FT.E.M.H.8 F7. MAST'ARM,TRANSFORMERBRSE, FAf,H 16 $4,003.30 564.000,00
DECORATIVE PD1 F
211 LIGHT POLE, 15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE, EACH a $4,000.00 $16.000.00
DECORATIVE POI E
212 PAVEMENT MESSAGE MARKINGS, REMOVE SYS 30 $34.00 $1,020.00
213 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 320 $3.80 $1,241.60
214 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2,322 $0.63 81,462.86
215 LINE.EPDXY,SOLID,YELLOW,4 IN. LFT 2.765 $0.62 $1,741.95
216 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 2096 $0.38 $797.24
217 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN. LET 5,984 $13.33 52,213.92
218 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 30 $14.57 $553.66
219 LINE.PAINT,BROKEN,WHITE,4 IN. LET 1,562 $0.29 $452.98
220 LINE,PAINT,SOLID,WHITE.4 IN. LFT 5,765 $0.29 $1,677.55
221 LINE,PAINT.SOLID,YELLOW,4 IN. LFT 5,200 $029 $1,508.30
222 LINE,REMOVE LFT 5149 $0.43 52,214,07
223 LINE,EPDXY,SOLID,WHITE,6 IN. LFT 315 50-66 $207.90
224 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION ARROW EACH 4 $424.00 $1,696.00
225 LINE,THERMOPLASTIC. SOLID.WHITE,6 IN. LFT 1,024 $1.06 $1,005.44
226 LINE.THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 7,945 $0.39 $3,019.10
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,WHITE,CROSSHATCH LF7 190 $3.80 $737.20
1 JNF 24 IN
228 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE.24 IN. LET 62 $3.86 5240.56
229 TRANSVERSE MARKINGS,THERMOPLASTIC.'SHARKS TEETH' LET e6 $6.24 $536.64
230 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.LANE INDICATION $115.00 5230.00
ARROW EACH 2
231 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY` EACH I $145.00 $145.00
232 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK $245.00 $1,470.00
INDICATIC N ARROW EACH 6
233 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 213 520.00 $4,260.00
234 LINE,THERMOPLASTIC.BROKEN,WHITE,6 IN.,3FT STRIPE-3FT GAP LFT 72 $1,06 $79.32
235 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN.,3FT STRIPE-SET GAP LET 120 $1.12 $134.40
236 PLUG PIPE EACH 1 5400.00 $400.00
237 RETAINING WALL MOCK LIP EACH 1 $8,000,00 $8,000.00
238 BRIDGE PAIL MOCK UP EACH 1 $3,000.00 $3,000.00
239 FLAT WORK MOCK UP EACH 1 $4,756.00 $4,76600
240 FORM LINER,WALL PANELS SFT 37,961 $0.29 511,008.59
241 FORM LINER,MODIFIED 33 IN, BRIDGE RAIL,TYPE 1&II,REAR FACE LFT 2203 $31.70 $69,951.90
242 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 -$12.00 $4,860.00
STRUCTURE NO.1-MAIN STREET-BRIDGE ITEMS
243 CONSTRUCTION ENGINEERING LS 1 $7,600.00 $7600.00
244 MOBILIZATION AND DEMOBILIZATION LS 1 5650.00D00 $650,000.00
245 EXCAVATION,DRY CYS 104 543,00 $7,052.00
246 B BORROW CYS 54 526.00 $1,404.00
247 AGGREGATE FOP END BENT BACKFILL CYS 255 $46.00 $11,730.00
248 DENSE GRADED SUBBASE CYS 65 $77,00 $5,005.00
249 CONCRETE IMPRINTING SFT 10,108 $6,00 $60,646.00
250 ORNAMENTAL HANDRAIL LFT 204 $113.00 $23,05200
251 CURB,INTEGRAL,CONCRETE LFT 207 $1A 50 $3,429.50
252 REINFORCED CONCRETE BRIDGE APPROACH SLAB, 12 IN. SY5 398 $120.00 $47,750.00
253 GEOTEXIILES SYS 485 5390 $1,455.00
254 DYNAMIC PILE LOAD TEST EACH 2 53.700.00 $7400.00
255 TEST PILE,RESTRIKE EACH 2 $3,500.00 $7,000,00
256 TEST PILE EACH 2 $2.700.00 $5.400.00
257 PILE TIP.STEEL H EACH 84 $7000 55,680.00
258 PILE,STEEL H,HP 12 X 74 LET 6,260 $62,00 5303,360.00
259 CONCRETE,A,SUBSTRUCTURE CYS 312 $550.00 $171600.00
260 CONCRETE,B,FOOTINGS CYS 130 $330.00 $45,870-00
261 REINFORCING BARS LOS 01,616 $0.62 $$0,601.92
252 REINFORCING BARS.EPDXY COATED LOS 268,438 $0'69 $185,22222
287 CONCRETE,C,SUPERSTRUCTURE CYS 1.156 54&690 $531190.00
264 CONCRETE,C.RAILING CYS 39 $700.00 $27,309.00
265 STRUCTURAL MEMBERS.CONCRETE I-6EAM, II,36 IN X 12 IN LFT 2,049 $150.00 $307,350.00
266 SURFACE SEAL BET 20,010 $0.44 $8,804.40
267 ANCHOR PLATES,API EACH 80 $300.00 $24,000.00
269 MASONRY COATING SFT" 7,010 $1 15 $8,061.50
268 CONDUIT.PVC,2 IN, LFT 214 $2.00 $428.00
270 CONCRETE STAINING SFT 228 $350 $798-09
271 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2 $2• 0.00 $5,000.00
272 FORMLINER.SPECIALTY,CITY SEAL EACH 2 $1.500.00 $3,000.00
273 FORMLINER,BRDIGE RAIL,FRONT FACE LET 206 $40.00 $8,240 00
274 FORMLINER,BRDIGE RAIL,REAR FACE LET 206 54000 $6.240.60
275 NO 2 STONE TON 77,582 $11.00 $193402.00
276 PRICE ADJUSTMENT FOR SUPPLIED FORMLINER SI IAPE CHANGE,BRIDGE LFT 208 -$2100 54.720.00
RAH REAR FACE
277 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE, LET 2207 -5100 •510,BS3.OD
J ODIFIFf7 3A IN RRIRC:E RAII TYPE I A II.REAR FACE
278 CURB CONCRETE,STRAIGHT LFT 125 522-50 $281250
ts:
TOTAL: I- 13, (Co, 000.00
SUBMITTED BY, GLhl ^f&t" 0:Is I COAfroLh /l. LAC .
SIGNATUR
4011e
TITLE: `,i (t-l! n}'
`
ADDRESS: %Si % ( t d _ch. a- (3t. s
W L 11-...0-D JA, y to u"l.-
Cut Walls A&B are bid as I k
(Check One) Cut Wall MSE Wall
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.0700E Alternate 01 810
Keystone Parkway and Main Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $100,00000 5100,000.00
2 PAYMENT ADJUSTMENT,PG ASPHALT BINDER DOL 1 51.00 51.00
3 MOBILIZATION AND DEMOBILIZATION at Sigisloo.0a
LS 1 .FI.'1'L$194D C btrs-r b
4 CLEARING RIGHT OF WAY LS 1 51,250,00U 00 $1,250,000 00
5 TESTING FOR ASBESTOS EACH 3 $300.00 $900.09
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1 51.00 S1.00
7 PAVEMENT REMOVAL SYS 15,705 55.50 $65,377,50
8 GUARDRAIL.REMOVE LFT 669 54.00 $2,676.00
9 HOUSES AND BUILDINGS,PARCEL NO.66,REMOVE LS 1 $7,000.00 $7,900.00
10 HOUSES AND BUILDINGS,PARCEL NO.74,REMOVE S 1 $12 000.00 $12.000.00
Ii HOUSES AND BUILDINGS,PARCEL NO.75,REMOVE LS 1 $7.000.00 $7,000.00
12 EXCAVATION,COMMON CYS 124,509 $12.50 $1.555.362.50
13 EXCAVATION,UNCLASSIFIED CYS 6614 $990 $97,258e0
14 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET EACH 36 $150,00 55,400.011
PRO'TEC'I ION
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 52 $40.00 $2,080.00
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $8500 $1,445.00
17 TEMPORARY SEDIMENT TRAP TON 110 $39.00 $4,290.00
18 TEMPORARY SILT FENCE LF'F 491 $1.95 $957.45
19 TEMPORARY FILTER TUBE.18 IN LFT 707 $6.00 $4242 00
20 SUBGRADE TREATMENT,TYPE IA $Y$ 39.003 $4.00 $156,012.00
21 B BORROW CVS 367 526.00 $9.542.00
22 STRUCTURE BACKFILL,TYPE 1 CYS 5,570 $17.00 $94,590.00
23 STRUCTURE BACKFILL,TYPE 3 CYS 1.570 $35.00 $54,950 00
24 COMPACTED AGGREGATE.NO.53.BASE TON 4 982 $24.00 $119,563.00
25 SUBBASE FOR POOP GYS 2,728 $3500 595,40000
. —
26 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 578 $1700 $9,826.00
27 MILLING,ASPHALT.1 112 IN. SYS 375 $13.40 $5,025.00
26 PROFILOGRAPH.HMA LS 1 51,000.00 $1.000.00
29 HMA SURFACE.TYPE A TON 42 $099.00 $3,738.00
30 HMA SURFACE,TYPE C TON 809 $70,00 $42,630.00
31 HMA INTERMEDIATE_TYPE A TON 131 $69.00 $9,039.00
32 HMA INTERMEDIATE.TYPE C TON 964 $5300 $51,092 00
33 HMA INTERMEDIATE,OG,TYPE C TON 1,101 $54.00 $59,454.00
34 HMA BASE,TYPE C TON 2,645 $5000 $132,300.00
35 HMA INTERMEDIATE.OG,TYPED YON 4179 $53.00 $221,46700
39 HMA SURFACE,TYPE V TON 2,143 $7400 $158,582.00
37 HMA INTERMEDIATE,TYPED TON 3,065 556.00 $171,640.00
30 HMA BASE,TYPE D TON 11 228 $49.00 $550,221.00
30 HMA WEDGE AND LEVEL,TYPE D TON 1 $500.00 $500.00
40 ASPHALT FOR TACK COAT TON 31 $100.00 53,10030
41 CORING,FCCP LS 1 $1,50090 $1,500.00
42 POOP,10 IN. 5VS 5,753 $45.00 5269.155.00
43 PCCP TRUCK APRON,7 IN. SVS 326 $41.00 $13=356.00
44 PCCP,4 IN. SVS 370 526.00 $10,360 00
45 D-1 CONTRACTION JOINT LFT 4,260 $14.00 $59,64000
46 CONCRETE IMPRINTING SET 4,068 $500 $20.340.00
47 GUARDRAIL TRANSITION TYPE TUB EACH g 51740.00 $5,220.00
46 GUARDRAIL,STEEI.CURVED TERMINAL END SECTION EACH 1 $39.00 $39.00
40 IMPACT ATTENUATOR,R2,16J1,TL-3 EACH 2 $13,37700 $26,754.00
50 IMPACT ATTENUATOR,R2.W2,TL-3 EACH 2 $13,377 00 $26,754.00
51 IMPACT ATTENUATOR,LS,WI,TL-1 EACH 3 $10410.00 531,230.00
52 GUAR UHAIL,W BEAM.6 ET.31N.SPACING LFT 1,213 $16.00 $21,83500
53 ORNAMENTAL RAILING LFT 405 $113.00 545,76500
54 BARRIER DELINEATOR EACH 105 $15.04 51,575.00
55 CONCRETE BARRIER,33 IN. I FT 263 $9500 $26385.00
56 FENCE,FARM FIELD.47 IN. LF'f 5,239 $6.00 531.434.00
57 CURB RAMP.CONCRETE,C Sys 57 $118.00 56,726.00
58 CURB RAMP,CONCRETE,MC Sys 21
$125.00 52,62500
59 CURB RAMP,CONCRETE.G SYS 47 $105.00 54,93500
60 CURB RAMP,CONCRETE,H 5VS 11 $115.00 $1,265.00
61 CURB RAMP,CONCRETE.K SVS 45 $94.00 $4,230.00
62 CURB RAMP,CONCRETE,L By$ 48 $103.50 54,96800
63 SIDEWALK.CONCRETE,4 IN. 5VS 348 $29,00 $10,092.00
64 CURB,INTEGRAL,CONCRETE LFT 1,141 $15.00 518.25600
65 CURB,CONCRETE,MODIFIED LFT 519 $18.50 $9,601.50
66 CURB AND GUTTER,TYPE II LFT 2,407 511.50 $27,680.50
67 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 5,748 511.50 $66,102.00
66 CURB AND GUTTER,TYPE III LFT 1,305 51280 516.704_00
69 CURB AND GUTTER,CONCRETE,ROLL LR 39fi $19.011 57,524 00
70 GUTTER,CONCRETE 1,013 $11,00 511,143.00
71 FAVED SIDE DITCH.A LFT 1355 $19.00 53524530
72 HMA FOR APPROACHES,TYPE A 7001 I6 $140.00 $2,520.00
73 PCCP FOR APPROACHES,6 IN. SYS 351 $37,01) $12,907.00
74 MAILBOX ASSEMBLY,SINGLE EACH 7 $185.00 51,295.110
75 MAILBOX ASSEMBLY,DOUBLE 1 $370.00 $370.00
76 GEOTEXTILES SYS 533 $3.13 $166029
77 RIPRAP,REVETMENT TON 280 533.13 $9.276.40
78 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $295.00 $590.00
79 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 5,565 $021 $1,168.65
80 EROSION CONTROL BLANKET SYS 3,066 $1 13 $3,46797
81 FERTILIZER TON I $900.00 $900.00
82 SEED MIXTURE,Li LPS 345 $3.36 $1,15920
83 MULCHING MATERIAL TON 5 5340.00 $1700.00
04 WATEFI kGA4 32 $1.00 $32.00
85 TOP SOIL CV6 2,431 $25.00 $60,775.00
86 SODDING,NURSERY SYS 8,866 $251 $21,801.86
87 IRRIGATION CONDUIT LFT 1,000 $10.00 $10,00900
88 CONCRETE BRIDGE HAILING TRANSITION,TPS-24 EACH 2 $5,350.00 $10,700.00
89 CONCRETE BRIDGE RAILING TRANSITION,TPS-2B EACi1 2 $2,90900 $5,300.00
90 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3,196 $120.00 $383,520.00
91 MODIFIED 33 IN.BRIDGE RAII.-TYPE I LFT 2.186 $135.00 $294,975.00
92 MODIFIED 33 IN.BRIDGE RAII--TYPE II LFT 22 $280.00 $5,720.00
93 CUT WALL,A SET 13273 $0.01 $132.73
94 CUT WALL,B SFT 15,393 $0.01 $133.93
95 SEAL COAT.GRAFFITI RESISTANT' SET 72,708 _ $0.44 $31'991.02
96 SURFACE SEAL SFT 50,683 $0.32 $16,212.16
97 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1,805 $196.50 $258,432.50
58 REINFORCED CONCRETE BARRIER WALL,TRANSITION 40 $250.00 $10,000.00
99 REINFORCED CONCRETE BARRIER,57 IN. LFT 425 $189.00 $80,325.00
100 PIPE.CIRCULAR.36 IN. I FT 579 550.00 $28,950,80
101 PIPE.TYPE 4,CIRCULAR,6 IN. LFT 7,061 _ 63.10 $21,889,10
102 PIPE,UNDERDRAIN OUTLET,S IN. LFT 143 $12.65 51.808.95
103 PIPE,CIRCULAR,12IN. LFT 1,687 $23.50 $39,844.50
104 PIPE.CIRCULAR,I3 IN. LFT 1.225 $21.00 $25,725.00
1115 PIPE,CIRCULAR, 18IN, LFT I62 527.50 $4,45500
106 PIPE,CIRCULAR,21 IN. LFT 169 $30.00 55,070110
107 PIPE.CIRCULAR,24 IN. LFT 49$ 538.09 $18,924.00
108 PIPE,CIRCULAR,30 IN. LFT 1,261
$43.00 554,22300
109 PIPE,CIRCULAR,42 IN. LFT 622 $66.00 $41,05290
110 CONCRETE ANCHOR,42 IN. EACH 1 51,900.00 61,900.00
111 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $54,400.00 $54,400.00
112 VIDEO INSPECTION FOR PIPE LFT 5.624 $1.00 55,024.00
113 PIPE END SECTION,12 IN. EACH i $640.00 $640.00
114 PIPE END SECTION,30 IN. EACH 1 51,10020 $1,100.00
115 ADJUST METER PIT TO GRADE EACH 5 $400.00 $2,000.00
116 OUTLET PROTECTOR.3 EACH 3 $425.00 $1.27500
117 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $1.30 $3,900.00
118 AGGREGATE FOR UNDERDRAINS CYS 652 $3000 $19,580.00
119 GEOTEXTILES FOR UNDERDRAIN SVS 10,736 $126 $13,420.00
120 A2000 SIN.PVC,PERFORATED LFT 5,320 $1326 $33,250.00
121 INLET.1145 EACH 8 $1,635.00 $13,08900
122 CATCH BASIN.HAS EACH 7 $1,750.00 $12,250.00
123 CASTING,ADJUST TO GRADE EACH 7 $500.00 $3,500.00
124 CASTING.4,FURNISH EACH 1 $451.00 6451.00
125 INLET.J10 EACH 2 51,500.90 53,000.00
126 INLET,M10 EACH 6 $1.500.00 $9.000.00
127 CATCH BASIN,E7 EACH 3 51600.00 $4,80000
126 CATCH BASIN.510 EACH 7 $1,600.00 $12,600.00
129 MANHOLE,C4 EACH 16 $2,130.00 $34013000
130 STRUCTURE,MANHOLE,RECONSTRUCT LFT 2 $400.00 $800.00
131 FIRE HYDRANT,RELOCATE EACH 2 66600.00 $13,60000
132 MANHOLE,02 EACH 2 $2200.00 $4,400.00
133 MANHOLE,L4 EACH 3 5740000 $22,200.00
134 BYPASS MANHOLE,L4 EACH i 57,230.00 $7,230.00
135 MANHOLE.CIO EACH g 52,400.00 $4,800.00
136 MANHOLE,K4 EACH 3 $3,600.00 $10,800.00
137 MANHOLE,J4 EACH 11 $270000 $29700.00
138 MANHOLE,C7 EACH 1 $1.950.00 $1,950.00
139 INLET,C15 EACH 2 $1,900.00 $3,600.00
140 CATCH BASIN,C15 EAOH 1 52,200.110 $2,200.00
141 VALVE BOX.ADJUST TO GRADE EACH 0 $400.00 $3,200.00
142 ADJUST SERVICE LINE CURB BOX.TO GRADE EACH 5 $400.00 $2,000.00
143 ADJUST HYDRANT TO GRADE EACH 7 $975.00 $975.00
144 MASONRY COATING SFT 50,663 $1.15 558262.45
145 CONCRETE STAINING SFT 11495 53,50 540,23250
146 FACE PANELS,CONCRETE $FT 38282 $0.01 536282
147 WALL ERECTION SFT 36,282 $0.01 $382.82
148 LEVELING PAD,CONCRETE LFT 3,266 $0.01 $32.06
149 COARSE AGGREGATE.NO.6 TON 7,363 $16.25 $119,04875
150 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 261 $70.00 $18,270.00
151 MODULAR BLOCK WALL ERECTION SYS 261 $120.00 $31.320.00
152 CONSTRUCTION SIGN,C EACW B 530400 $2432.00
153 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $50000 $6,000.00
154 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 2,020 $0.01 $2.365.20
155 TEMPORARY PANEL SIGN SUPPORTS LFT 814 $20.00 $16,32000
156 TEMPORARY PANEL SIGNS SVS 210 $20.00 $4,200,110
157 DETOUR ROUTE MARKER ASSEMBLY EACH 44 $10000 $4,400.00
158 CONSTRIIC'1'ION SIGN,A EACH 18 $150.00 52,700.00
159 CONSTRUCTION SIGN,B EACH 73 $52.00 $676.00
500 FLASHING ARROW SIGN DAV 909 $0.01 �+ $5.00 4.1�/
161 MAINTAINING TRAFFIC LS 1 fL 4.9Mtin n $ It 0cq.L1
162 BARRICADE,IIIA LFT 374 $22.00 $8,228.00
163 BARRICADE,III-B LFT 14A $22.00 $3,160 A0
164 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $11234.00 $22,458.00
165 SIGN POST,SQUARE,1,REINFORCED ANCHOR EASE LFT 437 $20.00 $8,740.00
166 SIGN.PANEL,WITH LEGEND SFT 165 $20.00 $3,300.00
167 SIGN.SHEET,RELOCATE EACH 7 5150.00 $1,050.00
168 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $150.00 $1,20000
168 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND.0.080 IN,THICKNESS SFT 169 $20.00 $3,380.00
170 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SFT 114 $20.00 $2,280.00
171 STRUCTURAL STEEL,BREAKAWAY LBS 1.511 $5.00 $7,56500
172 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH q 51,000.00 $4,000.00
173 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,000.00 $4,000.00
174 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT 1 51,000.00 $100000
LS 175 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN PI 451 IC CON01113',41/0 LFT 444 $2.00 $888.00
170 CONDUIT,STEEL,GALVANIZED,2 IN. LET 590 $10.00 $5,900.00
Ill CONDUIT.STEEL.GALVANIZED,4 IN. LFT 60 510.00 5500.00
178 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,411C LET 590 $2.00 $1,180.00
179 HANLIHOLE,LIGHTING EACH 10 5500.00 $5,000.00
180 LIGHT'STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 31 $1.000.00 $51,00900
181 CONDUIT.PVC.4 IN..TYPE C.FOR TELEPHONE LFT 860 $2.00 $172000
182 JUNCTION BOX EACH 2 5500.00 $1,000.00
103 WIRE,NO.4 COPPER.IN PLASTIC OUCT.IN TRENCH,4 VC LFT 5,110 $2,00 $10,22000
184 CONDUIT,PVC.2 IN..SCHEDULE 40,FOF ELECTRIC LFT 444 $10.00 $4,440.00
185 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $1,000.00 $2,000.00
186 SERVICE POINT,II EACII 2 $1.000.00 $2,000.00
187 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $50.00 $250.00
188 CONNECTOR KIT,UNFUSED EACH 33 $100.00 $3,300.00
180 CONNECTOR KIT,FUSED EACH 33 $100.00 $3.300.00
190 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 45 $50.00 $2,250.00
191 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 32 $5000 $1,60000
192 INSULATION LINK.NON-WATERPROOFED EADIa 06 $50.00 $3,300.00
193 INSULATION LINK,WATERPROOFED EACH 40 $50.00 $2.000.00
194 CABLE DUCT MARKER EACH 12 $50.00 $600.00
195 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 2.079 $2.00 $4.158.00
196 CABLE INTER DUCT LFT 1258 $2.00 $2,516.00
197 HANDHOLE EACH 4 $500.00 $2,000.00
198 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,PORT IIURON EACH 20 $1,000 00 $20,000.00
199 LUMINAIRE,ROADWAY,ME'IAI.HALIDE,250 WATT,MONGOOSE EACH 11 $1,000.00 $11,000.00
200 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE.150 WAR- EACH 2 $1,000.00 $2,000.00
201 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $100000 $4,000.00
202 LIGHT POLE,30 FT.E.M.H. 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $4,000.00 $44,000.00
LIGHT POLE.30 FT.E.M.H.8 FT.MAST ARM,TRANSEORMER BASE, $4,000.00 $84,000.00
203 RFCORATIVF Pnl F EACH 16
204 LIGHT POLE,15 FT.E.M.H.4 FT.MASTARM,TRANSFORMER BASE, $4,000.00 $16,000.60
DFCERATIVF POI F EACH 4
205 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE.24 IN. LET 320 $3.88 $1,241.60
206 LINE.EPDXY,SOLID.WHITE,4 IN. LPT 2.322 $0.63 $1,462.86
207 LINE.EPDXY,SOLID,YELLOW,4 IN. LFT 2,765 $0.63 $1,741.95
208 LINE,THERMOPLASTIC.BROKEN.WHITE,4 IN. LFT 2,098 $0.38 $797.24
209 LINE,THERMOPLASTIC.SOLID,WHITE.4 IN, LFT 5,984 $0.38 $2273.92
210 LINE,THERMOPLASTIC,SOLID.WHITE,91N. LFT 38 $14.57 $553.66
211 LINE,REMOVE LET 360 $100 $360.00
212 LINE,EPDXY,SOLID,WHITE.G IN_ LFT 315 $0.66 $207.90
213 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION ARROW EACH 4 $424.00 $1,696 00
214 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 1,024 $1.06 $1,005.44
215 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 7.945 $0.38 $3,019.10
216 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID.WHITE,CROSSHATCH $36fl $737.20
I INF 94 IN LFT 190
217 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LET 62 $3.88 $240.56
218 TRANSVERSE MARKINGS.THERMOPLASTIC.'SHARKS TEETH' LET 06 $624 $536,64
219 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION $11520 $230.00
ARROW EACH 2
220 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD{ONLY) EACH 1 $14500 $145.00
221 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK INDICATION $245.00 $1,470.00
ARROW EACH 6
222 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 213 $20.00 $4,260.00
223 LINE,THERMOPLASTIC.BROKEN.WHI'T'E,6IN.,OFT STRIPE-3FT GAP LFT 72 $1.06 $76.32
224 LINE,THERMOPLASTIC.BROKEN,WHITE,12 IN..3FT STRIPE'3FT GAP LFT 120 $1.12 $134.40
225 RETAINING WALL MOCK UP EACH 1 $6,000 00 $8,000.00
226 BRIDGE RAIL MOCK TIP EACH 1 $3,000.00 $300000
227 FLAT WORK MOCK UP EACH 1 $4.765.00 $4.766.00
228 FORM LINER,WALL PANELS SFT 3',961 $0.29 $11,008.69
229 FORM LINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE 1411,REAR FACE LET 2207 $31.70 $69,961.00
230 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 $12.00 -$4,860.00
STRUCTURE NO.I-MAIN STREET-BRIDGE ITEMS
231 CONSTRUCTION ENGINEERING LS 1 $7,60000 $7,600,00
232 MOBILIZATION AND DEMOBILIZATION LS 1 $650.000.00 $650,000.00
233 EXCAVAT ION,DRY CYS 164 $43.00 $7,052.00
234 $26.00 BORROW CYS 54 $26.00 $1,404.00
235 AGGREGATE FOR END BENT BACKFILL CYS 255 5'16.00 $11,730.00
236 DENSE GRADED SUBBASE CYS 65 $77.00 $5,005.00
237 CONCRETE IMPRINTING SET 10,108 $6.00 $60,648.00
238 ORNAMENTAL HANDRAIL LFT 204 $113.00 $23,052.00
239 CURB,INTEGRAL,CONCRETE LET 207 $18,50 $3,829.50
240 REINFORCED CONCRETE BRIDGE APPROACH SLAB,12 IN. SYS 398 $120.00 $47,760.00
241 GEOTEXTILES SYS 485 $3.00 $1,455.00
242 DYNAMIC PILE LOAD TEST' EACH 2 53700.00 $7,400.00
243 TEST PILE.RESTRIKE EACH 2 33,500.00 $7,000.00
244 TEST PILE EACH 2 $2,700.00 $5,400.00
245 PILE TIP,STEEL Ii EACH 84 $7000 $5,880.00
246 PILE,STEEL II,HP 12 X 74 LFT 6.280 $62.00 $389.360.00
247 CONCRETE,A.SUBSTRUCTURE CYS 312 $550.00 $171,600.00
248 CONCRETE.B,FOOTINGS CYS 139 $330.00 $45,870.00
249 REINFORCING BARS LBS 81,616 $0.62 $50.601.92
250 REINFORCING BARS,EPDXY COATED LBS 268438 $0.69 $185.222.22
251 CONCRETE,C.SUPERSTRUCTURE CYS 1,156 $460.00 $531,760.00
252 CONCRETE,C.RAILING CYS 39 $700.00 $27,300.00
253 STRUCTURAL MEMBERS,CONCRETE I-BEAM,11,36 IN X 12 IN LET 2,049 $150.00 $307,350.00
254 SURFACE SEAL SET 20.010 $044 $8,804.40
255 ANCHOR PLATES,API EACH 80 $300.00 $24,000.00
256 MASONRY COATING SET 7,010 $1.15 $8,061.50
257 CONDUIT,PVC,2 IN. LET 214 $2.00 $426.00
258 CONCRETE STAINING SET 228 $3.50 $798.00
259 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $2,500.00 $5,000.00
260 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $1,500.00 $3,000.00
261 FORMLINER.BRDIGE RAIL,FRONT FACE LFT 206 $40.00 $8.240.00
262 FORMLINER,BRDIGE RAIL,REAR FACE LFT 206 $40.00 $8,240.00
263 NO 2 STONE TON 17,582 $11.00 $193,402.00
264 PRICE ADJUSTMENT FOR SUPPLIED FORMLINER SHAPE CHANGE,BRIDGE LET 206 -$20.00 44,120.00
RAIL •F-0F C
265 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE, LET 2207 -$9.00 -$19,863.00
MODIFIED 3 IN RRIOG RAIL TYPE I R II REAR FACE
266 CURB CONCRETE,STRAIGHT LET 125 $22.50 $2,812.50
TOTAL: I 13� C70 l O d 0 • O 0
SUBMITTED BY, Cat(..JkP I- et vs I QM J-ro-c h+tf, Zi C
SIGNATURE
TITLE. 03-: >-
ADDRESS: M pqpa 61.0 eil td- a. al V1 WI"; "0',U..'"
V(0 07r
Cut Walls A&B are bid as
(Check One) Cut Wall VISE Wall
TI
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The I3iddei ag]ees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
•
One June 25, 2009
Two June 29, 2009
Three July 1, 2009
Four July 2, 2009
II
BID-5
l
PAR t' 5
EXCEPTIONS
Instructions 7'0 Bidders.
5.1 The Bidder shall fully stale each exception taken to the Specifications or other Contract
Documents in.Section 5.3 of this Part.
-
5.2 Bidder is cautioned that any csceptfan taken by Bidder and deemed by OWNER to be a
materinl qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
None
l
Ir
if
1
4
B 1 D-6
. 1
•
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
Ibis form shall be utilized by all Bidders, except as otherwise specifically provided, all Pails
shall be fully and accurately filled in and completed and notarized.
Project: Keystone Parkway and Main Street Interchange, City of
Carmel Project#07-08E
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and Main Street,
reconstruction of Keystone Parkway segments running north
and south of the interchange and reconstruction of portions of
Main Street directly east and west of the interchange. Project
includes new construction of a two-span bridge over Keystone
Parkway.
Date: July 1 , 2009
To: City of Carmel, Indiana, Board of Public Works and Safety
131 D-l
PART I
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Walsh Construction Company
1.2 Bidder Address: Street Address: 2749 N. State Road 39
City: LaPorte State: IN Zip: 46350
Phone: (219 ) 324-4320 Fax: ( 219 ) 324-4719
1.3 Bidder is a/an [mark oneJ
Individual Partnership Indiana Corporation
X Foreign (Out of State) Corporation; State: Illinois
Joint Venture Other
1.4 [The [ollowing must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation, Note: lb do business in or with the City of Cannel,
Indiana,foreign corporations must register with the Secretary of the Stale of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.[
.1 Corporation Name: Walsh Construction Company
.2 Address: 2749 N. State Road 39 , LaPorte , IN 46350
.3 Date registered with State of Indiana: October 6 , 2005
.4 Indiana Registered Agent:
Name: Corporation Service Company
Address: 251 E. Ohio , Suite 500
Indianapolis , IN 46204
BID-2
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, totaltuurz/E Mtt,uo..t TooUJI.tav GrRy t .
•, t s Lrogn •1. .1 Evirnicknollars ($ 12-12VU1300•59 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and arc not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
Alternate Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools.
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by_.
{o2 s
estimated unit quantities for such Cou�ct Items. total E 'Nift.tw tJ I td
71/4,us siva SYV utn ht4.t V wL "145 Dollars ($ Ll 744 3 34.0 9 ). The
Bidder acknowledges that evaluation of the lowest Bid shall l e based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID-3
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08E Base Bid
Keystone Parkway and Main Street Interchange
INO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $564,459.69 $564,459.69
2 PAYMENT ADJUSTMENT,PG ASPHALT BINDER DOL 1 $1.00 $1.00
3 MOBILIZATION AND DEMOBILIZATION LS 1 5617.078.00 $617,078.00
4 CLEARING RIGHT OF WAY LS 1 $370,000.00 $370,000.00
5 TESTING FOR ASBESTOS EACH 3 $400.00 $1,200.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $3,168.00 $3,168.00
7 PAVEMENT REMOVAL SYS 15,705 $5.50 $86,377.50
8 GUARDRAIL,REMOVE LFT 669 $4.00 $2,676.00
9 HOUSES AND BUILDINGS,PARCEL NO.66.REMOVE LS 1 $35.000.00 $35,000.00
10 HOUSES AND BUILDINGS,PARCEL NO.74,REMOVE LS 1 $35,000.00 $35.000.00
11 HOUSES AND BUILDINGS,PARCEL NO.75,REMOVE LS 1 $35.00000 $35,000.00
12 EXCAVATION.COMMON CYS 125,853 $8.64 $1,087,369.92
13 EXCAVATION,UNCLASSIFIED CYS 8.814 $5.50 $48,477.00
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 36 $150.00 $5,400.00
PROTECTION
15 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 52 $133.68 $6.951.36
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $154.46 $2,795.82
17 TEMPORARY SEDIMENT TRAP TON 110 $26.16 $2,877.60
18 TEMPORARY SILT FENCE LFT 491 $2.86 $1.404.26
19 TEMPORARY FILTER TUBE, 18 IN. LFT 707 $7.59 $5,366.13
20 SUBGRADE TREATMENT,TYPE IA SYS 39.003 $4.28 $166,932.84
21 B BORROW CYS 367 $15.82 $5,805.94
22 STRUCTURE BACKFILL,TYPE 1 CYS 5,570 $18.63 $103,769.10
23 STRUCTURE BACKFILL,TYPE 3 CYS 1,570 $15.80 $24,806.00
24 COMPACTED AGGREGATE,NO.53.BASE TON 7,029 $15.47 $108,738 63
25 SUBBASE FOR PCCP CYS 2,728 $35.15 $95,889.20
26 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 578 $19.62 $11,340.36
27 MILLING,ASPHALT,11/2 IN. SYS 1,596 $5.10 $8,139.60
28 PROFILOGRAPH,HMA LS 1 $6.200.00 $6,200.00
29 HMA SURFACE,TYPE A TON 42 $110.00 $4,620.00
30 HMA SURFACE,TYPE C TON 609 $69.00 $42,021,00
31 HMA INTERMEDIATE,TYPE A TON 131 $75.00 $9,825.00
32 HMA INTERMEDIATE,TYPE C TON 964 $46,00 $44,344.00
33 HMA INTERMEDIATE,OG,TYPE C TON 1,101 $5600 $61.656.00
34 HMA BASE,TYPE C TON 2,646 $4500 $119,070.00
35 HMA INTERMEDIATE,OG,TYPED TON 4,179 $52.00 $217.308.00
36 HMA FOR TEMPORARY PAVEMENT.TYPE B TON 3,039 $54.02 $164,168.78
37 HMA SURFACE.TYPED TON 2.244 $68.00 $152,592.00
38 HMA INTERMEDIATE,TYPED TON 3,055 $40.00 $140,990.00
39 HMA BASE,TYPE O TON 11,229 $41.50 $466,003.50
40 HMA WEDGE AND LEVEL.TYPED TON 1 $105.00 $105.00
41 ASPHALT FOR TACK COAT TON 31 $527.00 $16,337.00
42 CORING.PCCP 1 $2,547.66 $2,547.66
43 PCCP. 10 IN. SYS 5.759 $41.29 $237,789.11
44 PCCP TRUCK APRON,7 IN. SYS 326 $41.00 $13,366.00
45 PCCP,4 IN. SYS 370 $28.00 $10,360.00
46 D-1 CONTRACTION JOINT LET 4.260 $9.54 $40,640.40
47 CONCRETE IMPRINTING SET 4,068 $5.00 $20,338.60
48 GUARDRAIL TRANSITION TYPE TGB EACH 3 $1.74000 $5,220.00
49 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $39.00 $39.00
50 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $13.377.00 $26,754.00
51 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $13,377.00 $26,754.00
52 IMPACT ATTENUATOR,LS,W1,TL-1 EACH 3 $10,410.00 $31,230.00
53 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LET 1,213 $18.00 $21,825.00
54 ORNAMENTAL RAILING LFT 405 $113.00 $45,765.00
55 BARRIER DELINEATOR EACH 105 $15.00 $1,575.00
56 CONCRETE BARRIER.33 IN. LFT 283 $38.93 $11,017.19
57 FENCE,FARM FIELD,47 IN. LFT 5.239 $6.00 $31,434.00
58 CURB RAMP,CONCRETE.C SYS 57 $118.00 $6,726.00
59 CURB RAMP,CONCRETE.MC SYS 21 $125.00 $2,625.00
60 CURB RAMP.CONCRETE,G SYS 47 $105.00 $4,935.00
61 CURB RAMP.CONCRETE,H SYS 11 $11500 $1,265.00
62 CURB RAMP,CONCRETE,K SYS 45 $94.00 $4.230.00
63 CURB RAMP.CONCRETE,L SYS 48 $103.50 $4,968.00
64 SIDEWALK,CONCRETE,4 IN. SYS 348 $29.00 $10,092.00
65 CURB.INTEGRAL.CONCRETE LFT 1,141 $16.00 $18,249.76
66 CURB,CONCRETE,MODIFIED LET 519 $18.50 $9,601.50
67 CURB AND GUTTER.TYPE II LET 2.407 $11.50 $27,680.50
68 CURB AND GUTTER.B.CONCRETE.MODIFIED LET 5,748 $11.50 $66,102.00
69 CURB AND GUTTER,TYPE III LFT 1.305 $12.80 $16.704.00
70 CURB AND GUTTER.CONCRETE,ROLL LFT 396 $19.00 $7,524.00
71 GUTTER,CONCRETE LFT 1,013 $11.00 $11,143.00
72 PAVED SIDE DITCH.A LFT 1.855 $23.57 $43,722.35
73 HMA FOR APPROACHES,TYPE A TON 18 $134.00 $2,412.00
74 PCCP FOR APPROACHES,6 IN. SYS 351 $37.00 $12,987.00
75 MAILBOX ASSEMBLY,SINGLE EACH 7 $185.00 51,295.00
•
76 MAILBOX ASSEMBLY.DOUBLE EACH 1 $370.00 $370.00
77 GEOTEXTILES SYS 533 $1.56 $831.48
78 RIPRAP,REVETMENT TON 280 $21.88 $6,126.40
79 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $295,00 $590.00
80 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 5,565 $0.21 $1,168.65
81 EROSION CONTROL BLANKET SYS 3.O69 $1.13 $3,467.97
82 FERTILIZER TON 1 $900.00 $900.00
83 SEED MIXTURE,U LBS 345 $3.36 $1,159.20
84 MULCHING MATERIAL TON 5 $340,00 $1,700.00
85 WATER kGAL 32 $1.00 $32.00
86 TOP SOIL CYS 2,431 $24.36 $59,219.16
87 SODDING,NURSERY SYS 8,68E $2.51 $21,801,86
88 IRRIGATION CONDUIT LFT 1,000 $11,00 $11,000.00
89 CORED HOLE IN CONCRETE EACH 1 $1.923.83 $1,923.83
90 CONCRETE BRIDGE RAILING TRANSITION,TPS-2A EACH 2 $3,704.45 $7,408.90
91 CONCRETE BRIDGE RAILING TRANSITION,TPS-2B EACH 2 $1,624.11 $3,248.22
92 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3.196 $78.61 $251,237.56
93 MODIFIED 33 IN.BRIDGE RAIL-TYPE LET 2.185 $67.17 $146,766.45
94 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 22 $133.67 $2,935.39
95 CUT WALL.A SFT 13,273 $37.27 $494,684.71
96 CUT WALL,B SFT 13,393 $33.02 $442,236.86
97 SEAL COAT,GRAFFITI RESISTANT SFT 72,708 $0.44 $31,991.52
98 SURFACE SEAL SFT 50.663 $0.32 $16,212.16
90 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1.305 $129.86 $169,405.32
100 TEMPORARY RETAINING WALT. LS 1 $406.585.72 $406,58572
101 REINFORCED CONCRETE BARRIER WALL.TRANSITION LFT a0 $630.59 $25,223,60
102 REINFORCED CONCRETE BARRIER,57 IN. LFT 425 $178.79 $75.985.75
103 PIPE,CIRCULAR.36 IN. LFI 579 $72.32 $41,873.28
104 PIPE,TYPE 4,CIRCULAR.6 IN. LFT 7,061 $2.25 $15,887.25
105 PIPE,UNDERDRAIN OUTLET.6IN. LEI' 143 $33.00 $4,719.00
106 PIPE.CIRCULAR,12 IN. LET_ 1.687 $25.27 $42,630.49
107 PIPE,CIRCULAR,15 IN. LFT 1,225 $31.06 $38,048.50
108 PIPE.CIRCULAR,18 IN. LFT 162 $35.76 $5,793.12
109 PIPE,CIRCULAR,21 IN, LFT 169 $65.52 $11,072.88
110 PIPE,CIRCULAR,24 IN. LFT 498 $44.93 $22,375.14
111 PIPE,CIRCULAR,30 IN. LFT 1.261 $55.85 $70,426.85
112 PIPE.CIRCULAR,42 IN, LFT 622 $87.69 $54,543.18
113 CONCRETE ANCHOR,42 IN. EACH 1 5737.54 $737.54
114 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $38,391.21 $38,391.21
115 VIDEO INSPECTION FOR PIPE $1.10 $6,18640
LFT 5,624
116 PIPE END SECTION,12 IN. EACH 1 $239.69 $239.69
117 PIPE END SECTION,30 IN, EACH 7 5737.56 $737.56
118 ADJUST METER PIT TO GRADE EACH 5 $736.60 $3.683.00
119 OUTLET PROTECTOR.3 EACH 3 $800.00 $2,400.00
120 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.85 $2,550.00
121 AGGREGATE FOR UNDERDRAINS CYS 652 $45.00 $29,340.00
122 GEOTEXTILES FOR UNDERDRAIN SYS 10,736 $0.90 $9,662.40
123 A2000 6IN.PVC,PERFORATED LFT 5,320 $3.95 $21,014.00
124 INLET,HA5 EACH 8 $1,600.00 $12.800.00
125 CATCH BASIN,HA5 EACH 7 $4,000.00 $28,000,00
126 CASTING,ADJUST TO GRADE EACH 8 $736.60 $5,892.80
127 CASTING.4,FURNISH EACH 7 $596.04 $59604
128 TEMPORARY INLET,A2 EACH 1 $1,817.29 $1,817.29
129 INLET,J10 EACH 2 $1.891.80 $3,783.60
130 INLET.M10 EACH 6 $1.891.80 $11.350.80
131 CATCH BASIN,E7 EACH 3 $2,363.89 $7091.67
132 CATCH BASIN.K10 EACH 7 $2,900.23 $20,301.61
133 MANHOLE,C4 EACH 16 $2.214.88 $35,438.08
134 STRUCTURE.MANHOLE,RECONSTRUCT LFT 4 $1,740.51 $6,962.04
135 FIRE HYDRANT.RELOCATE EACH 2 $1,757.81 $3,515.62
136 MANHOLE,C2 EACH 2 $2,384.29 $4,768.58
137 MANHOLE.L4 EACH 3 $6,830.71 $20,492.13
138 BYPASS MANHOLE,L4 EACH 1 $9,809.83 $9,809.83
139 MANHOLE,010 EACH 2 $3,092.19 $6,184.38
140 MANHOLE,K4 EACH 3 $4,895.95 $14,696.85
141 MANHOLE,J4 EACH 11 $4,219.77 $46,417.47
142 MANHOLE,C7 EACH 1 $2,902.70 $2,902.70
143 INLET,C15 EACH 2 $2.287.40 $4,574.80
144 CATCH BASIN,C15 EACH 1 $3,329.09 $3,329.09
145 VALVE BOX,ADJUST TO GRADE EACH 8 $736.60 $5,892.80
146 ADJUST SERVICE LINE CURB BOX TO GRADE EACH 5 $736.60 $3.683.00
147 ADJUST HYDRANT TO GRADE EACH 1 $1,036.62 $1,036.62
148 MASONRY COATING SFT 50.663 $1.15 558,262.45
149 CONCRETE STAINING SFT 11,495 $3.50 $40,232.50
150 FACE PANELS,CONCRETE SFT 38,282 $17.00 $650,794.00
151 WALL ERECTION SFT 38,282 $4.40 $168,440.80
152 LEVELING PAD,CONCRETE LFT 3,206 $12.03 $38,568.18
153 COARSE AGGREGATE,NO.8 TON 7,363 $19.78 $145.640.14
154 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 261 $52.38 $13.671.18
155 MODULAR BLOCK WALL ERECTION SYS 261 $125.92 $32,865.12
156 CONSTRUCTION SIGN,C EACH g $300.00 $2,400.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $300.00 $2.100.00
158 ENERGY ABSORBING TERMINAL,CZ EACH 1 $5,300.00 $5,300.00
159 TEMPORARY PAVEMENT MARKING,REMOVABLE.4 IN. LFT 26.347 $0.80 $21,077.53
160 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LANE EACH 1 $150.00 $150.00
INDICATION ARROW
161 TEMPORARY PAVEMENT MARKING,REMOVABLE.BIN. LFT 10,017 $1.55 $15,526.35
162 DETOUR ROUTE MARKER ASSEMBLY EACH 20 $130.00 $2,600.00
163 CONSTRUCTION SIGN,A EACH 27 $220.00 $5940.00
164 CONSTRUCTION SIGN,B EACH 13 $50.00 $650.00
165 FLASHING ARROW SIGN DAY 500 $6.25 $3.125.00
166 MAINTAINING TRAFFIC LS 1 $128,971.82 $128,971.82
167 BARRICADE,Ill-A LFT 180 $10.00 $1,800.00
168 BARRICADE,III-B LET 150 $12.00 $1,800.00
169 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 3.070 $15.21 $46,694.70
170 TEMPORARY TRAFFIC BARRIER,TYPE 2.ANCHORED LFT 2,650 $18.07 $47,885,50
171 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $9,200.00 $18,400.00
172 SIGN POST.SQUARE.1,REINFORCED ANCHOR BASE LET 437 $12.00 $5,244.00
173 SIGN,PANEL,WITH LEGEND SET 165 $18.00 $2.061.00
174 SIGN,SHEET,RELOCATE EACH 7 $45.00 $315.00
175 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $410.00 $3,280.03
176 SIGN,SIIEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET 169 $14,00 $2,366.00
177 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 114 $15.50 $1,767.00
178 STRUCTURAL STEEL,BREAKAWAY LBS 1.511 $4.10 $6,195.10
179 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1.410.00 $5,640.00
180 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 4 $1,212.00 $4,848,00
181 TRANSPORTATION OF SALVAGEABLE SIGNAL EOUIPMENT LS 1 $978.00 $978.00
182 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 444 $6.75 $2.997.00
183 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 590 $11.50 $6,785.00
184 CONDUIT,STEEL.GALVANIZED,4 IN, LFT 60 $25.00 $1,500.00
185 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,4 1/C LFT 590 $6.75 $3,982.50
186 HANDHOLE,LIGHTING EACH 10 $822.00 $8,220.00
187 LIGHT STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 31 $988.00 $30,628.00
188 CONDUIT,PVC,4 IN.,TYPE C,FOR TELEPHONE LFI 860 $7.50 $6,450.00
189 JUNCTION BOX EACH 2 $475.00 $950.00
190 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 5,110 $6.75 $34,492.50
191 CONDUIT,PVC,2 IN.,SCHEDULE 40,FOR ELECTRIC LFT 444 $5.50 $2,44200
192 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $905.00 $1,810.00
193 SERVICE POINT,II EACH 2 $5,340,00 $10,680.00
194 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $2.00 $10.00
195 CONNECTOR KIT.UNFUSED EACH 33 $30.00 $990.00
196 CONNECTOR KIT,FUSED EACH 33 $30.00 $99000
197 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 45 $12.00 $540.00
198 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 32 $35.00 $1,120.00
199 INSULATION LINK,NON-WATERPROOFED EACH 66 $11.00 $726.00
200 INSULATION LINK,WATERPROOFED EACH 40 $35.00 $1,400.00
201 CABLE DUCT MARKER EACH 12 $75.00 $900.00
202 POLE CIRCUIT CABLE. 1 C NO.10 STRANDED COPPER LFT 2,079 $0.50 $1,039.50
203 CABLE INTERDUCT LFT 1 258 $13 75 $17,297.50
204 HANDHOLE EACH 4 $744.00 $2,976.00
205 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 20 $1,366.00 $27,320.00
206 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 11 $895.00 $9.845.00
207 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT' EACH 2 5820.00 $1,640.00
208 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $25000 $1.000.00
209 LIGHT POLE,30 FT.E.M.H.1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11 $1,663.00 $18,293.00
210 LIGHT POLE,30 FT.E.M.H.8 FT.MAST ARM,TRANSFORMER BASE. EACH 16 $6,800.00 $108,800 00
DECORATIVE PO E
211 LIGHT POLE, 15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE. EACH 4
$5,600.00 $22,400.00
DECORATIVE POLE
212 PAVEMENT MESSAGE MARKINGS,REMOVE SYS 30 $34.00 $1,020.00
213 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LFT 320 $3.88 $1,241 60
214 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2,322 $062 $1,439.64
215 LINE.EPDXY,SOLID,YELLOW,4 IN. LFT 2 765 $0.62 $1.714.30
216 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 2.098 $0.30 5629.40
217 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 5.984 $0.30 $1,795.20
218 LINE,THERMOPLASTIC.SOLID,WHITE,BIN. LFT 38 $0.70 $26.60
219 LINE,PAINT,BROKEN,WHITE.4 IN, LFT 1,562 $0.30 $468.60
220 LINE,PAINT,SOLID,WHITE,4 IN. LFT 5,785 $0.30 $1.735.50
221 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 5,200 $0.30 $1,560.00
222 LINE,REMOVE LFT 5,149 $0.40 $2,059.60
223 LINE,EPDXY,SOLID,WHITE,6 IN. LFT 315 $0.65 $204.75
224 PAVEMENT MESSAGE MARKINGS.EPDXY,FISHHOOK INDICATION ARROW EACH 4 $420.00 $1,08000
225 LINE,THERMOPLASTIC,SOLID.WHITE.6 IN. LFT 1,024 $0.53 $542.72
226 LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 7,945 $0.30 $2,383.50
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,WHITE, $5.50 $1 045.00
CROSSHATCH LINE 24 IN LFT 190
228 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LET 62 $5.00 $310.00
229 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH' LFT 86 $15.00 $1,290 00
230 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION $150.00 $300.00
ARROW EACH 2
231 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 1 $200.00 $200.00
232 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,FISHHOOK $250.00 $1,500.00
INDICATION ARROW EACH 6
233 SNOWPLOWABLE RAISED PAVEMENT MARKER $19.65 $4,18445
EACH 213
234 LINE,THERMOPLASTIC,BROKEN,WHITE.6 IN..3FT STRIPE-3FT GAP LFT 72 $435 $313,20
235 LINE,THERMOPLASTIC,BROKEN.WHITE,12 IN.,3FT STRIPE-3FT GAP LFT 120 $6.00 $720.00
236 PLUG PIPE EACH 1 $398.04 $398.04
237 RETAINING WALL MOCK UP EACH 1 $6,000.00 $6,000.00
238 BRIDGE RAIL MOCK UP EACH 1 $5,000.00 $5,000.00
239 FLAT WORK MOCK UP EACH 1 $4.766.00 $4.766.00
243 FORM LINER,WALL PANELS SET 37,961 $0.10 $3,796.10
241 FORM LINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE I B II,REAR FACE LFT 2207 $14.78 $32.619.46
242 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 -$12.00 -$4,860.00
STRUCTURE NO.1-MAIN STREET-BRIDGE ITEMS
243 CONSTRUCTION ENGINEERING LS 1 $75,000.00 $75,000.00
244 MOBILIZATION AND DEMOBILIZATION LS 1 $50,00000 $50,000.00
245 EXCAVATION.DRY CYS 164 $12.60 $2,066.40
246 B BORROW CYS 54 $40.62 $2,193.48
247 AGGREGATE FOR END BENT BACKFILL CYS 255 $32.74 $8,348.70
248 DENSE GRADED SUBBASE CYS 65 $63.23 $4,100.95
249 CONCRETE IMPRINTING SET 10,108 $6.00 $60,648.00
250 ORNAMENTAL HANDRAIL. LFT 204 $113.00 $23,052.00
251 CURB,INTEGRAL,CONCRETE LFT 207 $18.50 $3,829.50
252 REINFORCED CONCRETE BRIDGE APPROACH SLAB.12 IN. SYS 398 $65.31 $25,993,38
253 GEOTEXTILES SYS 485 $2.27 $1,100.95
254 DYNAMIC PILE LOAD TEST EACH 2 $7.000.00 $14,000.00
255 TEST PILE,RESTRIKE EACH 2 $3,000.00 $6,000.00
256 TEST PILE EACH 2 $2,500.00 $5,000.00
257 PILE TIP,STEEL H EACH 84 $145.00 $12,180.00
258 PILE,STEEL H.HP 12 X 74 LFT 6.280 $37.65 $236.442,00
259 CONCRETE,A.SUBSTRUCTURE CYS 312 $435.36 $135,832.32
200 CONCRETE.B,FOOTINGS CYS 139 $315.41 $43,841.99
261 REINFORCING BARS LBS 81,616 $0.57 $46,521.12
262 REINFORCING BARS.EPDXY COATED LBS 268,438
$0.65 $174,484.70
263 CONCRETE,C.SUPERSTRUCTURE CYS 1.156 $445.89 $515,448.84
264 CONCRETE,C,RAILING CYS 39 $658.98 $25,700.22
265 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN X 12 IN LFT 2.049 $87.40 $179,267.01
266 SURFACE SEAL SET 20,010 $0.44 $8,804.40
267 ANCHOR PLATES,API EACH 80 $63.57 $5.085.60
268 MASONRY COATING SFT 7.010 $1.75 $8,067.50
260 CONDUIT,PVC,2 IN. LFT 214 $5.00 $1,070.00
270 CONCRETE STAINING SFT 228 $3.50 $798.00
271 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $4.000.00 $8,000.00
272 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $2.278,14 $4,556.28
273 FORMLINER,BRDIGE RAIL.FRONT FACE LFT 206 $19.34 $3,984.04
274 FORMLINER,BRDIGE RAIL,REAR FACE LFT 208 $58 06 $11,960.36
275 NO2STONE TON 17.582 (- 1006 y� 175 .9W-oa
276 PRICE ADJUSTMENT FOR SUPPLIED FORMLINER SHAPE CHANGE, LFT 206 1,��96 r -5,759.7&'
BRIDGE RAIL REAR FACE
277 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE, LFT 2207 a _l4 — 10,722.t 23
MODIFIED 33 IN BRIDGE RAIL TYPE 18 II REAR FACE 1
278 CURB CONCRETE,STRAIGHT LFT 125 Z1"S0 P 2,el2.50
TOTAL:4 12) 22;41 3on.59
SUBMITTED BY: Walsh Construction Company
SIGNATURE 014 P
TITLE: Vice President
2749 N . State Road 39
ADDRESS: LaPorte , IN 46350
Cut Walls A&B are bid as
(Check One) Cut Wall MSE Wall
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-08E Alternate#1 Bid
Keystone Parkway and Main Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. PRICE
I CONSTRUCTION ENGINEERING _ LS 1 1 S..5b icon t 5oo,OGto .9
2 PAYMENT ADJUSTMENT,PG ASPHALT BINDER DOL "$_1..00 $1.00
3 MOBILIZATION AND DEMOBILIZATION LS 1 4717¢ec.fn ?/ -717 °Up,QJ
4 CLEARING RIGHT OF WAY 'D
LS 1 47751L 431-f 535.!2-
5 TESTING FOR ASBESTOS EACH 3 $400.00 $1,200.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $3,168,00 $3,168.00
7 PAVEMENT REMOVAL SYS 15.705 $5.50 $86,377.50
8 GUARDRAIL,REMOVE LFT 669 $4.00 $2,676.00
9 HOUSES AND BUILDINGS.PARCEL NO,66,REMOVE LS 1 $35,000.00 $35,000.00
10 HOUSES AND BUILDINGS,PARCEL NO.74.REMOVE LS 1 $35,000.00 $35000.00
11 HOUSES AND BUILDINGS,PARCEL NO.75,REMOVE LS 1 $35,000.00 535,000,00
12 EXCAVATION.COMMON CYS 124,509 $8.64 $1,075,757.76
13 EXCAVATION.UNCLASSIFIED CYS 8,814 $5.50 $4847700
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET $150.00 $5,400.00
PROTECTION EACH 36
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 52 $133.68 $6,951.36
16 TEMPORARY DITCH INLET PROTECTION EACH 17 $164.46 $2,795.82
17 TEMPORARY SEDIMENT TRAP TON 110 $26.16 $2.877.60
18 TEMPORARY SILT FENCE LFT 401 $2.86 $1404.26
19 TEMPORARY FILTER TUBE,18 IN, LFT 707 $7.59 55.366,13
20 SUBGRADE TREATMENT.TYPE IA SYS 39,003 $4.28 $166,932.84
21 B BORROW CYS 367 $15.82 $5,80594
22 STRUCTURE BACKFILL,TYPE 1 CYS 5.570 $18.63 $103.769.10
23 STRUCTURE BACKFILL,TYPE 3 CYS 1,570 $15.80 $24,80600
24 COMPACTED AGGREGATE,NO.53.BASE TON 4.982 $15.47 $77,071.54
25 SUBBASE FOR PCCP CYS 2,728 $35.15 $95889.20
26 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 578 $19.62 $11,340.36
27 MILLING,ASPHALT, 11/2 IN. SYS 375 $5.10 $1,912.50
28 PROFILOGRAPH,HMA LS 1 $6,200.00 $6,200.00
29 FIMA SURFACE,TYPE A TON 42 $110.00 $4,620.00
30 HMA SURFACE,TYPE C TON 609 $69.00 $42,021.00
31 HMA INTERMEDIATE,TYPE A TON 131 $75.00 $9,825.00
32 HMA INTERMEDIATE.TYPE C TON 964 $46.00 $44,344.00
33 HMA INTERMEDIATE,0G.TYPE C TON 1,101 $56.00 $61,658.00
34 HMA BASE.TYPE C TON 2,646 $45.00 $119,07000
35 HMA INTERMEDIATE.OG.TYPED TON 4,179 $52.00 $217,308.00
36 HMA SURFACE,TYPED TON 2,143 $68.00 $145,724.00
37 HMA INTERMEDIATE,TYPED TON 3,065 $4600 $140,990.00
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CIT OF CAI2MEL
Lamar, 13NAtN,vu:5, LV1A oh
LETTER OF TRANSMITTAL
Date: July 21 , 2009
To: Sandy Johnson
Clerk Treasurer's Office
From: Jeremy Kashman
Dept. of Engineering
City of Carmel. Indiana
RE: Bid Packets for the Keystone Parkway and MainStreet
Project#07-08E
Enclosed please find 3 (three) original bid packets, bid tabs and Letter of
Recommendation from American Structurepoint.
Bidder Base Bid Alternate #1 Bid
Walsh Construction $12,284,393.63 $11,746,826.97
Rieth-Riley $13,147,980.00 $12,221,590.00
Calumet $13,150,000.00 $13,600,000.00
UE! vieran�,N°r or ]:.N,FNeiva*
4�hi. Gvn_ tipit, uh:. Cvl ml,, EN 46032 Orrice, i17S 1.2441 Fns 311,571 24.39
I.{JfiVI. ttg;nlvcriu,k�+Lanucl in.](ue
38 HMA BASE,TYPE D TON 11,229 $41.50 $466,003.50
39 HM1MWEOGE AND LEVEL,TYPE D TON I $10500 $105.00
40 ASPHALT FOR TACK COAT TON 31 $527.00 $16,337.00
41 CORING,PCCP LS 1 $2,547.66 $2,547.66
42 PCCP,10 IN. SYS 5,759 $41.29 $237,789.11
43 PCCP TRUCK APRON,7 IN. SYS 326 $41.00 $13,366.00
44 PCCP,4 IN. SYS 370 $28.00 $10,360.00
45 D-I CONTRACTION JOINT LET 4.260 $954 $40,640.40
46 CONCRETE IMPRINTING SFT 4,068 $500 $20,338.60
47 GUARDRAIL TRANSITION TYPE TGB EACH 3 $1.740.00 $5,220.00
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $39.00 $39.00
49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $13,377.00 $26,754.00
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $13,377.00 $26,754.00
51 IMPACT ATTENUATOR,LS,WI,TL-1 EACH 3 $10,410.00 $31,230.00
52 GUARDRAIL,W BEAM,6 FT.3IN.SPACING LFT 1,213 $18.00 $21,825.00
53 ORNAMENTAL RAILING LFT 405 $113.00 $4575
600
54 BARRIER DELINEATOR EACH 105 $15.00 $1,575.00
55 CONCRETE BARRIER,33 IN. LFT 283 $38.93 $11,017.19
56 FENCE,FARM FIELD,47 IN. LFT 5,239 $6.00 $31,434.00
57 CURB RAMP,CONCRETE,C SYS 57 $118.00 $6,726.00
58 CURB RAMP,CONCRETE,MC 5
SYS 21 $125.00 $2,6200
59 CURB RAMP,CONCRETE.G SYS 47 $105.00 $493500
60 CURB RAMP,CONCRETE,H SYS 11 $115.00 $1,265.00
61 CURB RAMP,CONCRETE,K SYS 45 $94.00 54,230.00
62 CURB RAMP,CONCRETE,L SYS 48 $103,50 $4,968.00
63 SIDEWALK,CONCRETE,4 IN, 2
SYS 348 $29.00 $10,0900
64 CURB.INTEGRAL,CONCRETE LFT 1.141 $16.00 $18,249.76
65 CURB,CONCRETE,MODIFIED LFT 519 $18.50 $9601.50
66 CURB AND GUTTER,TYPE II LFT 2,407 $11.50 $27,680.50
67 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 5.740 $11.50 $66,102.00
68 CURB AND GUTTER,TYPE III LFT 1,305 $12.80 $16,704.00
69 CURB AND GUTTER,CONCRETE,ROLL LFT 396 $19.00 $7,524.00
70 GUTTER.CONCRETE LFT 1,013 $11.00 $11,143.00
71 PAVED SIDE DITCH,A LFT 1,855 $23.57 $43,722.35
72 HMA FOR APPROACHES,TYPE A TON 18 $134 00 $2,412.00
73 PCCP FOR APPROACHES,6IN, SYS 351 $37.00 $12,987.00
74 MAILBOX ASSEMBLY,SINGLE EACH 7 $185.00 $1,29500
75 MAILBOX ASSEMBLY.DOUBLE EACH 1 $370.00 $370.00
76 GEOTEXTILES SYS 533 $1.56 $83148
77 RIPRAP,REVETMENT TON 280 $21.88 $6,12640
78 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $295.00 $590.00
79 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 5,565 $0.21 $1,168.65
80 EROSION CONTROL BLANKET SYS 3,069 $1.13 $3467.97
81 FERTILIZER TON 1 $900.00 $900.00
82 SEED MIXTURE,U LBS 345 $3.36 $1,159.20
83 MULCHING MATERIAL TON 5 8340.00 $1,700.00
84 WATER kGAL 32 $1.00 $32.00
85 TOP SOIL CYS 2,431 $24,36 $59,219.16
86 SODDING.NURSERY SYS 8,686 $2.51 $21,801.86
87 IRRIGATION CONDUIT LFT 1,000 $11.00 $11,000.00
88 CONCRETE BRIDGE RAILING TRANSITION.TPS-2A EACH 2 $3,704.45 $7,408.90
89 CONCRETE BRIDGE RAILING TRANSITION,TPS-2B EACH 2 $1,624.11 $3,248.22
90 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 3,196 $78.61 $251,237.56
91 MODIFIED 33 IN.BRIDGE RAIL-TYPE I LFT 2.185 $67.17 $146,766.45
92 MODIFIED 33 IN.BRIDGE RAIL-TYPE II LFT 22 $13367 52,935.39
93 CUT WALL,A SET 13,273 $37.27 $494,684.71
94 CUT WALL,B SET 13,393 $33.02 $442.236.86
95 SEAL COAT,GRAFFITI RESISTANT SET 72,706 $0.44 $31,991.52
96 SURFACE SEAL SET 50,663 $0.32 $16,212.16
97 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 1,305 $129.86 $169,405.32
98 REINFORCED CONCRETE BARRIER WALL,TRANSITION LFT 40 $630.59 $25,22360
99 REINFORCED CONCRETE BARRIER,57 IN. LFT 425 $178.79 $75,965.75
100 PIPE,CIRCULAR.36 IN. LFT 579 $72.32 $41,873.28
101 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 7061 52.25 $15,887.25
102 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 143 $3300 $4,719.00
103 PIPE,CIRCULAR.12 IN. LFT 1,687 $25.27 $42,63049
104 PIPE,CIRCULAR,15 IN. LET 1,225 $31.06 $38,048.50
105 PIPE,CIRCULAR,18 IN. LFT 162 $35.76 $5,793.12
106 PIPE.CIRCULAR.21 IN. LET 169 $65.52 $11,072.88
107 PIPE.CIRCULAR,24 IN. LFT 496 $44.93 $22,375.14
108 PIPE,CIRCULAR.30 IN. LFT 1,261 $55.85 $70,426.85
109 PIPE.CIRCULAR,42 IN. LET 622 $87.69 $54,543.18
110 CONCRETE ANCHOR,42 IN. EACH 1 $737.54 $737.54
111 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $38.391.21 $38,391.21
112 VIDEO INSPECTION FOR PIPE LFT 5,624 $1.10 $6,186.40
113 PIPE END SECTION,12 IN. EACH 1 $239.69 $239.59
114 PIPE END SECTION,30 IN. EACH 1 $737.56 $73756
115 ADJUST METER PIT TO GRADE EACH 5 $736.60 $3,683.00
116 OUTLET PROTECTOR,3 EACH 3 $800.00 $2,400.00
117 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.85 $2,550.00
118 AGGREGATE FOR UNDERDRAINS CYS 652 $45.00 $29,340.00
119 GEOTEXTILES FOR UNDERDRAIN SYS 10,736 $0.90 $9,662.40
120 A2000 6IN.PVC,PERFORATED LFT 5,320 53.95 521,014.00
121 INLET,HAS $160000 $12,800.00
EACH 8
122 CATCH BASIN.HAS EACH 7 $4,000.00 $28,000.00
123 CASTING,ADJUST TO GRADE EACH 7 $736.60 $5,156.20
124 CASTING,4,FURNISH EACH 1 $596.04 $596.04
125 INLET,J10 EACH 2 $1,891.80 $3,783.60
126 INLET.AI10 EACH 6 $1,891.80 $11,350.80
127 CATCH BASIN,E7 EACH 3 $2,363.89 $7,091.07
128 CATCH BASIN,K10 EACH 7 $2,900.23 $20,301.61
129 MANHOLE,C4 EACH 16 $2.214'88 $35438.08
130 STRUCTURE,MANHOLE.RECONSTRUCT LFT 2 $1,740.51 $3.481.02
131 FIRE HYDRANT.RELOCATE EACH 2 $1,757.81 $3,515.62
132 MANHOLE,C2 EACH 2 $2,384.29 $4,768 58
133 MANHOLE,L4 EACH 3 $6,830.71 $20,492.13
134 BYPASS MANHOLE,L4 EACH 1 $9,809.83 $9,809.83
135 MANHOLE,C10 EACH 2 $3,092.19 $6,184.38
136 MANHOLE,K4 EACH 3 $4.898.95 $14,696.85
137 MANHOLE,J4 EACH 11 $4.219.77 $46,417.47
138 MANHOLE,C7 EACH 1 $2,902.70 $2,902.70
139 INLET,C15 EACH 2 $2,287.40 $4,574.80
140 CATCH BASIN,C15 EACH 1 $3,329.09 $3,32909
141 VALVE BOX,ADJUST TO GRADE EACH 8 $736.60 $5,892.80
142 ADJUST SERVICE LINE CURB BOX TO GRADE EACH 5 $736.60 $3,683 00
143 ADJUST HYDRANT TO GRADE EACH 1 $1,036.62 $1036.62
144 MASONRY COATING SFT 50,663 $1.15 $58,262.45
145 CONCRETE STAINING SFT 11.495 $3.50 $40,232.50
146 FACE PANELS,CONCRETE SFT 38.282 $17.00 $650,794 00
147 WALL ERECTION SFT 38,282 $440 $168440.80
148 LEVELING PAD,CONCRETE LFT 3,206 $12'03 $38,568.18
149 COARSE AGGREGATE.NO.8 7pN 7,383 $19.78 $145,840.14
150 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 261 $52.38 $13,671.18
151 MODULAR BLOCK WALL ERECTION SYS 261 $125.92 $32,865.12
152 CONSTRUCTION SIGN,C EACH g $300.00 $2,400.00
153 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $300.00 $3,600.00
154 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 2,920 $1.00 $2,920 00
155 TEMPORARY PANEL SIGN SUPPORTS LFT 816 $17.00 $13,872.00
156 TEMPORARY PANEL SIGNS SYS 210 $75,00 $15,750.00
157 DETOUR ROUTE MARKER ASSEMBLY EACH 44 $200.00 $8,800.00
158 CONSTRUCTION SIGN,A EACH 18 $250.00 $4,500.00
159 CONSTRUCTION SIGN,8 EACH 13 $50.00 $650.00
160 FLASHING ARROW SIGN DAY 500 $6.25 $3,12500
161 MAINTAINING TRAFFIC LS 1 $128,97162 $128,971.82
162 BARRICADE,III-A LFT 374 $15.00 $5610.00
163 BARRICADE,III-B LFT 144 $15.00 $2,160.00
164 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $8A00.00 $16,800.00
165 SIGN POST,SQUARE.1,REINFORCED ANCHOR BASE LFT 437 812.00 $5,244.00
166 SIGN.PANEL,WITH LEGEND SET 165 $18.00 $2,961 00
167 SIGN,SHEET,RELOCATE EACH 7 $45.00 $315.00
168 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $410.00 $3,280.00
169 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 169 $14.00 $2,366.00
170 SIGN,SHEET,ENCAPSULATED LENS WITI'I LEGEND,0.100 IN.THICKNESS SFT 114 $15.50 $1,767.00
Ill STRUCTURAL STEEL,BREAKAWAY LBS 1,511 $4.10 86,195.10
172 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1,410.00 85,640.00
173 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,212.00 54,84800
174 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $978.00 $978.00
175 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 444 $6.75 $2,997.00
176 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 590 $11.50 86,785.00
177 CONDUIT,STEEL,GALVANIZED,4 IN. LET 60 $25.00 81,500.00
178 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN STEEL CONDUIT,4 1/C LFT 590 $6.75 $3,982.50
179 HANDH OLE,LIGHTING EACH 10 $82200 $8,220.00
180 LIGHT STANDARD FOUNDATION,3 FT.DIA X 8 FT. EACH 31 8988.00 $30,628.00
181 CONDUIT,PVC,4 IN.,TYPE C,FOR TELEPHONE LFT 860 57.50 $6,450.00
182 JUNCTION BOX EACH 2 8475.00 $950.00
183 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 5,110 $6.75 $34,492.50
184 CONDUIT,PVC,2 IN.,SCHEDULE 40,FOR ELECTRIC LFT 444 $5.50 $2,442.00
185 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2 $905.00 $1,810.00
186 SERVICE POINT,II 0
EACH 2 $5,340.00 $10.6800
187 TRANSI NCN FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 5 $2.00 $1000
188 CONNECTOR KIT,UNFUSED EACH 33 $30.00 $990.00
189 CONNECTOR KIT,FUSED EACH 33 $30.00 $990.00
190 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 45 $12.00 8540.00
191 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 32 835.00 $1,120.00
192 INSULATION LINK,NON-WATERPROOFED EACH 66 $11.00 8726.00
193 INSULATION LINK,WATERPROOFED EACH 40 $35.00 $1,400.00
194 CABLE DUCT MARKER EACH 12 $7500 $90000
195 POLE CIRCUIT CABLE, 1 C NO. 10 STRANDED COPPER LFT 2,079 80.50 81,039 50
196 CABLE INTERDUCT LFT 1,258 $13.75 $17,297.50
197 HANDHOLE EACH 4 $744.00 $2,976.00
198 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 20 $1,366.00 $27,320.00
199 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 $895.00 $9,845.00
200 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $820.00 $1,640.00
201 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4 $250.00 $1,000.00
202 LIGHT POLE,30 FT.E.M.H.1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $1,663.00 $18,203.00
203 LIGHT POLE,30 FT.E M H.8 FT.MAST ARM TRANSFORMER BASE, EACH 18 $6,800,00 51080800.00
DECORATIVE POLE
204 LIGHT POLE, 15 FT.E.M.H.4 FT.MAST ARM,TRANSFORMER BASE. EACH 4 $5,000 00 $22,400.00
DECORATIVE POLE
205 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE.24 IN. LFT 320 $3.50 $1,120.00
206 LINE,EPDXY.SOLID.WHITE.4 IN. LFT 2,322 $0.62 $1,439.64
207 LINE.EPDXY.SOLID,YELLOW,4 IN. LFT 2,765 $0.62 $1,714.30
208 LINE,THERMOPLASTIC,BROKEN.WHITE.4 IN. LFT 2,098 $0.30 $62940
209 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 5,984 $030 $1,795.20
210 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 38 $0.70 $26.60
211 LINE,REMOVE LFT 360 $0.40 $144.00
212 LINE,EPDXY.SOLID,WHITE,6 IN. LFT 315 $065 $204.75
213 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK INDICATION ARROW EACH 4 $420,00 $1,680.00
214 LINE,THERMOPLASTIC,SOLID,WHITE,GIN. LFT 1,024 $0.53 $542.72
215 LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 7,945 $0.30 $2,383.50
216 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID,WHITE,CROSSHATCH LET 190 $5.50 51,045.00
IINE 24N
217 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LFT 62 $5.00 $310.00
218 TRANSVERSE MARKINGS.THERMOPLASTIC,'SHARKS TEETH' LFT 86 $1500 51.290,00
219 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 2 $150.00 $300.00
•RROW
220 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 1 $200.00 $200.00
221 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK EACH 6 $250.00 $1,500.00
INDICATION ARROW .
222 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 213 $19.65 $4,185.45
223 LINE,THERMOPLASTIC.BROKEN,WHITE,6 IN,,3FT STRIPE•3FT GAP _ LFT 72 $4.35 $313.20
224 LINE.THERMOPLASTIC,BROKEN,WHITE,12 IN.,3FT STRIPE-3FT GAP LFT 120 $6.00 $720,00
225 RETAINING WALL MOCK UP EACH 1 $6,000.00 $6.000 00
226 BRIDGE RAIL MOCK UP EACH 1 $5,000.00 $5,000.00
227 FLAT WORK MOCK UP EACH 1 $4766.00 $4,766,00
228 FORM LINER,WALL PANELS SFT 37,961 $0.10 33,796.10
229 FORM LINER,MODIFIED 33 IN.BRIDGE RAIL,TYPE 18 II,REAR FACE LFT 2207 $14.78 $32,619.46
230 PRICE ADJUSTMENT FOR SUPPLIED ORNAMENTAL RAILING MATERIAL LFT 405 -$12.00 .54860.00
STRUCTURE NO.1-MAIN STREET-BRIDGE ITEMS s
231 CONSTRUCTION ENGINEERING LS 1 I 2-6-80 °5 4! ( �2 ace.00
232 MOBILIZATION AND DEMOBILIZATION LS 1 I0O �'� f I oO,O j
233 EXCAVATION,DRY CYS 164 $12.60 $2,066.40
234 B BORROW CYS 54 $40.62 $2,19348
235 AGGREGATE FOR END BENT BACKFILL CYS 255 $32.74 $8,348.]0
236 DENSE GRADED SUBBASE CYS 65 $6323 $4,109.95
237 CONCRETE IMPRINTING SFT 10,108 $6.00 $00,64800
238 ORNAMENTAL HANDRAIL LFT 204 $113,00 $23,052.00
239 CURB,INTEGRAL,CONCRETE LFT 207 $18.50 $3,829.50
240 REINFORCED CONCRETE BRIDGE APPROACH SLAB,12 IN. SYS 398 $85.31 $25,993,36
241 GEOTEXTILES SYS 485 $2.27 $1,10095
242 DYNAMIC PILE LOAD TEST EACH 2 $7,000.00 $14,00000
243 TEST PILE,RESTRIKE EACH 2 $3,000.00 $6,000.00
244 TEST PILE EACH 2 $2,500.00 $5000,00
245 PILE TIP,STEEL H EACH 84
$145.00 $12,180.00
246 PILE,STEEL H,HP 12 X 74 LFT 6,280 $37.65 $238,442 00
247 CONCRETE,A.SUBSTRUCTURE CYS 312 $435.36 $135,832.32
248 CONCRETE,B,FOOTINGS CYS 139 $31501 $43,841.99
249 REINFORCING BARS LBS 81,816 $0.57 $46,521.12
250 REINFORCING BARS.EPDXY COATED LBS 268,438 $0.65 $174484.70
251 CONCRETE,C,SUPERSTRUCTURE CYS 1,156 5445.89 $$15,048.84
252 CONCRETE,C.RAILING CYS 39 $658.98 $25,700.22
253 STRUCTURAL MEMBERS,CONCRETE I-BEAM,11,36 IN X 12 IN LFT 2,049 $87.49 $179,267.01
254 SURFACE SEAL SET 20010 $0,44 $8,804.40
255 ANCHOR PLATES,API EACH 60
$63.57 $5,08560
_256 MASONRY COATING SET 7,010 $1.15 $8,061.50
257 CONDUIT,PVC,2 IN. LFT 214 $500 $1,070.00
258 CONCRETE STAINING SET 228 $3.50 $798.00
259 STREET NAME SIGN,BRIDGE I.IOUNTED,DECORATIVE EACH 2 $4,000.00 $tl O00.00
260 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $2,278.14 $4,550.28
261 FORMLINER,BRDIGE RAIL,FRONT FACE LFT 206 $18'34 $3,964.04
262 FORMLINER,BRDIGE RAIL,REAR FACE LFT 206 $58.06 $11,960.36
263 NO2 STONE TON 17,582 $10.00 $175,820.00
264 PRICE ADJUSTMENT FOR SUPPLIED FORMLINER SHAPE CHANGE,BRIDGE LF'T 206 -$2796 -55,75976
RAIL REAR FACE
265 PRICE ADJUSTMENT FOR SUPPLIED FORM LINER SHAPE CHANGE, LFT 2207 -56.89 410.792.23
MODIFIED 33 IN BRIDGE RAIL TYPE I&II R ARRACE
266 CURB CONCRETE,STRAIGHT LFT 125 $22.50 $2,812.50
TOTAL: (l I 74497 734:
SUBMITTED BY: Walsh Co struction Company
SIGNATURE
/ off ry P . Dunifon
TITLE: Vice President
2749 N. State Road 39
ADDRESS: LaPorte , IN 46350
Cut Walls A&B are bid as l/
(Check One) Cut Wall MSE Wall
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
1 06/25/09
2 06/29/09
3 07/01/09
4 07/02/09
BID-5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 ()Phis Pot.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
131D-6