HomeMy WebLinkAbout Bid Information and PacketsBID 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:
E & B Faving, .
Project Name:
Illinois Street Extensim City of Camel Proja L *11-09
Date Submitted:
April 18, 2012
Base Bid
Amount:
$ 3,581,648.77
Alternate Bid #1
Amount:
$ 264,953.24
Alternate Bid #2
Amount:
$43,191.67
\\ \ \ \0pvING ����i /i
,ke •
SEAL ,
/', " /// 1111II111 \ \ \
Revised 4/12/2012
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This /him shall he utilized ht' all Bidders. Except as otherwise specifically provided, all Parts
shall befidly and accurately filled in and completed and notarized.
Project: Illinois Street Extension City of Cannel Project #11 -09
Proposal For Construction of :
Date:
April 18, 2012
Construction oflllinois Street beginning at 800 feet north of
106 °r Street and continuing north to 116`h Street including a
roundabout at 111th Street. Project also includes the
reconstruction of the roundabout at the intersection of Spring
Mill Road & 116" Street.
The alternate hid includes the installation of 3,047 lineal feet of
12" ductile trot: water main and all necesscny fittings, fixtures
and appurtenances along the west side of Illinois Street
To: City of Carmel, Indiana, Board of Public Works and Safety
BID -I
�� .
S EAL
/ / /' / / /ttt /tttl I ttss`\\\\\`\\
OJ hi 0 0" El E Ihi Et
nDB GOO o ®a
CITY -or A'RMEL
JAMES BRAINARD, MAYOR
LETTER OF TRANSMITTAL
Date: April 23, 2012
To: Sandy Johnson
Clerk Treasurer's Office
From: Michael T. McBride
Dept. of Engineering
City of Carmel, Indiana
RE: Bid Packets for the Illinois Street Extension Project #11 -09
Sandy, enclosed please find 6(six) original bid packets, bid tabs and Letter of
Recommendation from American Structurepoint.
Bid Base Bid Alternate #1 Bid Alternate #2 Bid
E &B Paving $3,581,648.77 $264,953.24 $43,194.24
Gradex $3,708,076.47 $299,726.00 $52,162.00
Milestone $3,763,000.00 $284,817.00 $49,070.00
Rieth -Riley $3,772,600.00 $316,200.00 $59,982.50
F &K $3,848,309.19 $201,343.12 $44,420.93
Calumet $3,922,300.00 $275,052.00 $48,265.00
DEPARTMENT OF ENGINEERING
ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAN 317.571.2439
EMAIL engineering@cannel.in -gov
PART I
BIDDER INFORMATION
(Print)•,
1.1 Bidder Name: E & B paving, Inc.
1.2 Bidder Address: Street Address: 17042 Middletown Avenue
City. Tblesville State: IN Zip: 96060
Phone: 317 - 773 -4132 Fax: 317 - 773 -4137
1.3 Bidder is a /an [mark one]
Individual Partnership
Foreign (Out of State) Corporation; State:
Joint Venture
XX Indiana Corporation
Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana, foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as staled therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID -2
%llllll o
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform and
fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, total *SEE ffi1w
Dollars ($ 3,581,648.77 ). 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 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.
* Three Millirn, Five Hundred Eiyity -Cre, Six Hnini Ehrty— lky}iL cbliars arrl Scwaity-
S Net cents (77/1170)
Alternate Bid #1
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, total **SEE BELOW
Dollars ($ 264,953.24 ). 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 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.
**1M Hulked Sixty -Fwr Thousand, Nire Flurrir Fifty -Tree collars and `1
oats (24/lw) \�s\• NIWG, /NC�i,��
•
cer SEPN.,
111111
BID -3
Alternate Bid #2
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, total FYarty =three 11-ozand, One Hundred Ninety -
pie dollars and Sixty —sr its (67/100) Dollars ($ 43,191.67 ). 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 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.
CO
=ar:
.w
BID -3a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
SEAL
11:10::■ .. '''''''''''''''''
4118/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$28,500.00
$28,500.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$173,207.10
$173,207.10
3
CLEARING RIGHT OF WAY
LS
1
$40,000.00
$40,000.00
4
HOUSES AND BUILDINGS. REMOVE, PARCEL NO 4
LS
1
$15,000.00
$15,000.00
5
EXCAVATION, COMMON
CYS
18,009
$12.00
$216,108.00
6
BORROW
CYS
11,262
$0.50
$5,631.00
7
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
PROTECTION
EACH
2
$85.00
$170.00
8
TEMPORARY EROSION 8 SEDIMENT CONTROL, CURB INLET
PROTECTION
EACH
70
$65.00
$4,550.00
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$30.00
$4,320.00
10
TEMPORARY DITCH INLET PROTECTION
EACH
2
$85.00
$170.00
11
TEMPORARY MULCHING
TON
12
$450.00
$5,400.00
12
TEMPORARY SILT FENCE
LFT
6,163
$1.15
$7,087.45
13
NO 2 STONE
TON
200
$20.00
$4,000.00
14
SUBGRADE TREATMENT, TYPE IIIA
SYS
1,329
$6.50
$8,638.50
15
SUBGRADE TREATMENT, TYPE IC
SYS
11,307
$11.15
$126,073.05
16
STRUCTURAL BACKFILL
CYS
4,184
$20.25
$84,726.00
17
CHEMICAL MODIFICATION, SOILS
SYS
30,582
$5.25
$160,555.50
18
COMPACTED AGGREGATE, NO. 53, BASE
TON
861
$30.00
$25,830.00
19
COARSE AGGREGATE. 8
TON
12
$30.00
$360.00
20
COMPACTED AGGREGATE, NO. 53
TON
244
$20.00
$4,880.00
21
MILLING, ASPHALT, 1 1/2 IN
SYS
3,034
$2.76
$8,373.84
22
HMA SURFACE. TYPE A
TON
104
$100.00
$10,400.00
23
HMA SURFACE, TYPE C
TON
2,937
$65.00
$190,905.00
24
HMA INTERMEDIATE, TYPE A
TON
311
$85.00
$26,435.00
25
HMA INTERMEDIATE, TYPE C
TON
4,508
$48.00
$216,384.00
26
HMA BASE, TYPE C
TON
13,227
$46.00
$608,442.00
27
HMA, TYPE C, INTERMEDIATE, OG 19.0MM
TON
4,116
$50.00
$205,800.00
28
ASPHALT FOR TACK COAT
TON
28
$525.00
$14,700.00
29
DECORATIVE CONCRETE PAVEMENT, TRUCK APRON
SYS
260
$105.00
$27,300.00
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$75.00
$6,900.00
37
CURB RAMP, CONCRETE, C
SYS
111
$175.00
$19,425.00
32
CURB RAMP, CONCRETE, G
SYS
29
$105.00
$3,045.00
33
CURB RAMP, CONCRETE, L
SYS
125
$135.00
$16,875.00
34
CURB, MODIFIED, ROLL
LFT
635
$13.00
$8,255.00
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
\\\ \pAVIN/ '
SEAL
i.
4118/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE. STRAIGHT
LFT
560
$13.00
$7,280.00
36
CURB AND GUTTER, TYPE II
LFT
10,583
$11.50
$121,704.50
37
CURB AND GUTTER, TYPE III
LET
9,453
$11.50
$108,709.50
38
CURB AND GUTTER TURNOUT CONCRETE
LFT
14
$95.00
$1,330.00
39
HMA FOR APPROACHES. TYPE B
TON
264
$85.00
$22,440.00
40
MAILBOX ASSEMBLY, SINGLE
EACH
2
$250.00
$500.00
41
GEOTEXTILES
SYS
226
$2.00
$452.00
42
RIPRAP, REVETMENT
TON
86
$35.00
$3,010.00
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
$300.00
$1,200.00
44
FERTILIZER
TON
2
$1,050.00
$2,100.00
45
SEED MIXTURE, U
LBS
849
$5.50
$4,669.50
46
SEED MIXTURE, T
LBS
673
$3.05
$2,052.65
47
MULCHING MATERIAL
TON
10
$370.00
$3,700.00
48
WATER
kGAL
28
$1.00
$28.00
49
TOPSOIL
CYS
2,222
$8.00
$17,776.00
50
SODDING, NURSERY
SYS
7,570
$3.08
$23,315.60
51
FIELD OFFICE, C
MOS
18
$2,117.19
$38,109.42
52
PIPE END SECTION, PRECAST CONCRETE, 12 IN
EACH
17
$525.00
$8,925.00
53
PIPE END SECTION, PRECAST CONCRETE, 36 IN.
EACH
2
$1,300.00
$2,600.00
54
PIPE. TYPE 4, CIRCULAR, 6 IN
LFT
8,918
$4.30
$38,347.40
55
VIDEO INSPECTION FOR PIPE
LFT
5,851
$1.00
$5.851.00
56
PIPE, REINFORCED CONCRETE, 12 IN.
LFT
3.157
$32.00
$101,024.00
57
PIPE. REINFORCED CONCRETE, 15 IN.
LET
371
$36.00
- $13.356.00
58
PIPE, REINFORCED CONCRETE, 18 IN.
LFT
113
$38.00
$4,294.00
59
PIPE, REINFORCED CONCRETE. 24 IN.
LFT
423
$50.00
$21,150.00
60
PIPE, REINFORCED CONCRETE, 30 IN.
LFT
668
$71.00
$47,428.00
61
PIPE, REINFORCED CONCRETE. 36 IN.
LET
1,119
$83.00
$92,877.00
62
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$1.00
$3,000.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
$33.00
$27,489.00
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9,690
51.00
$9,690.00
65
MANHOLE, J10
EACH
1
53,600.00
$3,600.00
66
CASTING ADJUST TO GRADE
EACH
4
$700.00
$2,800.00
67
INLET, F7
EACH
1
$1,500.00
$1,500.00
68
INLET, J10
EACH
26
$1,800.00
$46,800.00
69
INLET, M10
EACH
8
$2,000.00
$16,000.00
B I D -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
ee • •.7
4Y: p
SEAL
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCH BASIN, K10
EACH
35
52,200.00
577,000.00
71
MANHOLE, C4
EACH
10
$1,850.00
$18.500.00
72
MANHOLE, C2
EACH
1
$2,100.00
$2,100.00
73
MANHOLE, J4
EACH
13
$3,400.00
$44,200.00
74
CONSTRUCTION SIGN, C
EACH
10
$238.00
$2,380.00
75
ROAD CLOSURE SIGN ASSEMBLY
EACH
13
$141.00
$1,833.00
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
$81.00
$3,726.00
77
CONSTRUCTION SIGN, A
EACH
20
$164.00
$3,280.00
78
MAINTAINING TRAFFIC
LS
1
$35,188.64
$35,188.64
79
BARRICADE, Ill -A
LFT
204
513.00
$2,652.00
80
BARRICADE. III -B
LET
144
$15.00
$2,160.00
81
SIGN POST. SQUARE, TYPE 1, REINFORCED ANCHOR BASE
LFT
681
$13.50
$9,193.50
82
SIGN, SHEET, RELOCATE
EACH
23
520.00
$460.00
83
SIGN. SHEET. WITH LEGEND 0.080" THICKNESS
SET
196
$15.00
$2,940.00
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SFT
96
$16.00
$1,536.00
85
IRRIGATION CONDUIT, PVC, 4 I .
LFT
500
$9.00
$4,500.00
86
DECORATIVE STREET LIGHTING, WIRING AND INSTALLATION
EACH
8
$9,500.00
$76,000.00
87
LIGHTING POWER DISTRIBUTION PANEL
EACH
2
56,000.00
512,000.00
88
HANDHOLE
EACH
16
$875.00
$14,000.00
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
$1,650.00
$13,200.00
90
CABLE INTERDUCT
LET
6,031
$11.00
$66,341.00
91
HANDHOLE, LIGHTING
EACH
8
$600.00
$4,800.00
92
CONDUIT, STEEL, GALVANIZED, 2 IN
LFT
508
$12.00
$6,096.00
93
WIRE 44 COPPER IN PLASTIC DUCT IN TRENCH 4, 1/C
LFT
1,415
$10.00
$14,150.00
94
TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, WHITE 24"
LET
720
54.05
52,916.00
95
LINE, THERMOPLASTIC, BROKEN, WHITE. 4 IN
LFT
1,820
$0.50
$910.00
96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LFT
4,178
$0.45
$1,880.10
97
LINE THERMOPLASTIC, SOLID, WHITE, 6 IN
LFT
606
$1.25
$757.50
98
LINE, THERMOPLASTIC, SOLID, YELLOW. 4 IN.
LET
11,380
5045
55,121.00
99
TRANSVERSE MARKING, THERMOPLASTIC, SOLID. YELLOW,
CROSSHATCH LINE 12"
LFT
633
$1.95
$1,234.35
100
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, 6"
LFT
426
$1.25
$532.50
101
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE INDICATION
ARROW
EACH
11
$80.00
$880.00
102
SNOW PLOWABLE RAISED PAVEMENT MARKER
EACH
18
$46.10
$829.80
103
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, FISHHOOK LANE
INDICATION ARROW
EACH
24
$125.00
$3,000.00
[31D-4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
5710.00
$710.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$21,519.00
$21,519.00
3
WATER MAIN, DUCTILE IRON. 12 IN
LFT
3,047
$44.00
$134,068.00
4
$0.00
$0.00
5
WATER MAIN, DUCTILE IRON, 8IN
LFT
5
$127.00
$635.00
6
TAPPING SLEEVE WITH VALVE
EACH
2
$6,000.00
$12,000.00
7
12" WATER MAIN TEE
EACH
3
$1,200.00
$3,600.00
8
$0.00
$0.00
9
12x12 "x8" WATER MAIN TEE
EACH
1
$1,000.00
$1,000.00
10
12xlTx6" WATER MAIN TEE
EACH
5
$950.00
$4,750.00
GATE VALVE, 12"
EACH
4
$2,300.00
$9,200.00
12
B BORROW
CYS
987
$22.00
$21,714.00
13
COARSE AGGREGATE, NO 8
TONS
179
$16.00
$2,864.00
14
FIRE HYDRANT ASSEMBLY
EACH
7
$4,500.00
$31,500.00
15
__
50.00
$0.00
16
-_
$0.00
$0.00
17
45° BEND, 12"
EACH
10
$800.00
$8.000.00
18
11.25° BEND, 12"
EACH
9
$800.00
$7200.00
19
STREET CUT REPAIR
SYS
8
$305.61
$2,444.88
20
ASPHALT PATH REPAIR
SYS
11
$340.76
$3,748.36
0\1111 I `��QP�JING, /j
cer
SQL
i
'77'wit! I 1 111 \ \ \\ \\4"
TOTAL ALTERNATE BID #1: $264,953.24
SUBMITTED BY: E &B NG
SIGNATURE
TITL
ADDRESS: 17042 Middletown Aven
BID -4a
Noblesville, IN 46060
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension Alternate Bid #2
4/1812012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
COMPACTED AGGREGATE, NO. 53, BASE
TON
609
$23.26
$14,163.76
2
HMA SURFACE, TYPE A
TON
115
585.38
$9,818.70
3
HMA INTERMEDIATE, TYPE A
TON
350
$54.18
$18,962.01
4
ASPHALT FOR TACK COAT
TON
0.5
$494.40
$247.20
TOTAL ALTERNATE BID #2:
SUBMITTED BY: E &B P
SIGNATURE:
TIT ce President
$43,191.67
ADDRESS: 17042 Middletown Avenue
BID -4a
Noblesville, IN 46060
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 April 12, 2012
BID -5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder
material qualification or variance from the terms of the
in this Bid being rejected as non - responsive.
5.3 Exceptions:
WA
Specifications or other Contract
and deemed by OWNER to be a
Contract Documents may result
BID -6
t. Q . ti %
g SEAL
"lint"" ‘\\
/
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.
Gradex, Inc.
3685 Priority Way S. Drive
Suite 140
Indianapolis, IN 46240
Project Name:
Illinois Street Extenstion
Pro'ect No. 11 -09
Date Submitted:
April 18, 2012
Base Bid
Amount:
$ 3,708,076.47
Alternate Bid #1
Amount:
$ 299,726.00
Alternate Bid #2
Amount:
$ 52,162.00
Revised 4/12/2012
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall he filly and accurately filled in and completed and notarized.
Project: Illinois Street Extension City of Carmel Project #11 -09
Proposal For Construction of :
Date:
April 18, 2012
Construction of Illinois Street beginning at 800 fret north of
106m Street and continuing north to 116m Street including a
roundabout at 111th Street. Project also includes the
reconstruction ofthe roundabout at the intersection of Spring
Mill Road & 1166 Street.
The alternate bid includes the installation of 3,047 lineal feet of
12" ductile iron water main and all necessary fittings, fixtures
and appurtenances along the west side of Illinois Street
To: City of Carmel, Indiana, Board of Public Works and Safety
BID -1
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Gradex, Inc.
1.2 Bidder Address: Street Address: 3685 Priority Way S. Dr. , Suite 140
City: Indianapolis State: IN Zip: 46240
Phone: 317 -573 -3970 Fax: 317 -573 -3979
1.3 Bidder is a /an %mark one]
Individual Partnership
Foreign (Out of State) Corporation; State:
Joint Venture Other
X
Indiana Corporation
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Cannel.
Indiana, foreign corporations must register with the Secretary 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 Jdnuttr. 23, 1958.]
l Corporation Name:
Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
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, total Three Million Seven Hundred Eight
Thousand Seventy -Six and 47 /100 - - -- Dollars ($ 3,708,076.47 ). 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 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 4-1
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, total Two Hundred Ninety -Nine Thousand
Seven Hundred Twenty -Six and 00 /100Dollars ($ 299,726.00 ). 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 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
Alternate Bid #2
'Me 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, total Fifty —Two Thousand One
Hundred Sixty -Two and 00 /100 Dollars ($ 52,162.00 ), 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 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 -3a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
TEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$ 45000.00
$ 45,000.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$ 185900.00
$ 185,900.00
3
CLEARING RIGHT OF WAY
LS
1
$ 40,000.00
$ 40,000.00
4
HOUSES AND BUILDINGS, REMOVE, PARCEL NO 4
LS
1
$ 15,000.00
$ 15,000.00
5
EXCAVATION, COMMON
CYS
18,009
$ 12.00
$ 216,108.00
6
BORROW
CYS
11,262
$ 0.50
$ 5,631.00
7
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
PROTECTION
EACH
2
S 9000
$ 180.00
8
TEMPORARY EROSION & SEDIMENT CONTROL, CURB INLET
PROTECTION
EACH
70
$ 70.00
$ 4900 00
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$ 30.00
$ 4,320.00
10
TEMPORARY DITCH INLET PROTECTION
EACH
2
$ 90.00
$ 180.00
TEMPORARY MULCHING
TON
12
$ 450.00
$ 5,400.00
12
TEMPORARY SILT FENCE
LFT
6,163
$ 1.15
$ 7,087.45
13
NO 2 STONE
TON
200
$ 20.00
$ 4,000.00
14
SUBGRADE TREATMENT, TYPE IIIA
SYS
1,329
$ 6.50
$ 8,638.50
15
SUBGRADE TREATMENT, TYPE IC
SYS
11,307
$ 11.15
$ 126,073.05
16
STRUCTURAL BACKFILL
CYS
4,184
$ 2025
$ 84,726.00
17
CHEMICAL MODIFICATION, SOILS
SYS
30,582
$ 4.95
$ 151,380.90
18
COMPACTED AGGREGATE, NO. 53, BASE
TON
861
$ 19.00
$ 16,359.00
19
COARSE AGGREGATE, B
TON
12
$ 65.00
$ 780.00
20
COMPACTED AGGREGATE. NO. 53
TON
244
$ 19.00
$ 4,636.00
21
MILLING, ASPHALT, 11/2 IN
SYS
3,034
$ 3.00
$ 9,102 00
22
HMA SURFACE, TYPE A
TON
104
$ 100.00
$ 10,400.00
23
HMA SURFACE, TYPE C
TON
2,937
$ 67.00
$ 196,779.00
20
HMA INTERMEDIATE, TYPE A
TON
311
$ 87.00
$ 27,057.00
2$
HMA INTERMEDIATE, TYPE C
TON
4,508
$ 49.00
$ 220,892.00
26
HMA BASE, TYPE C
TON
13,227
$ 47.00
$ 621,669.00
27
HMA, TYPE C, INTERMEDIATE, OG 19 OMM
TON
4,116
$ 51.00
$ 209,916.00
28
ASPHALT FOR TACK COAT
TON
28
$ 525.00
$ 14,700,00
29
DECORATIVE CONCRETE PAVEMENT, TRUCK APRON
SYS
260
$ 105.00
$ 27,300.00
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$ 75.00
$ 6,900,00
31
CURB RAMP, CONCRETE, C
SYS
111
$ 175.00
$ 19,425.00
32
CURB RAMP, CONCRETE, G
SYS
29
$ 105.00
$ 3045.00
33
CURB RAMP, CONCRETE, L
SYS
125
$ 135.00
$ 16,875.00
34
CURB, MODIFIED, ROLL
LFT
635
$ 13.00
$ 8,255.00
DID -4a
ITENIIZEI) BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
411812012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE, STRAIGHT
LFT
560
$ 13.00
$ 7,280.00
36
CURB AND GUTTER, TYPE II
LFT
10,583
$ 11 75
$ 124,350.25
37
CURB AND GUTTER, TYPE III
LFT
9,453
$ 11.75
$ 111,072 75
38
CURB AND GUTTER TURNOUT CONCRETE
LFT
14
$ 95.00
$ 1,330.00
39
HMA FOR APPROACHES, TYPE B
TON
264
$ 85.00
$ 22,440.00
40
MAILBOX ASSEMBLY, SINGLE
EACH
2
$ 200.00
$ 400.00
41
GEOTEXTILES
SYS
226
$ 2.00
$ 452.00
42
RIPRAP, REVETMENT
TON
86
$ 35.00
$ 3.010.00
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
$ 300.00
$ 1,200.00
44
FERTILIZER
TON
2
$ 1,05060
$ 2,100.00
45
SEED MIXTURE, U
LBS
849
$ 5.50
$ 4669.50
46
SEED MIXTURE, T
LBS
673
$ 3.05
$ 2,052.65
47
MULCHING MATERIAL
TON
10
$ 370.00
$ 3,700.00
48
WATER
kGAL
28
$ 1.00
$ 28.00
49
TOPSOIL
CYS
2,222
$ 8.00
$ 17776.00
50
SODDING, NURSERY
SYS
7,570
$ 3.08
$ 23,31560
51
FIELD OFFICE, C
MOS
18
$ 2,000.00
$ 36,000.00
52
PIPE END SECTION, PRECAST CONCRETE, 12 IN
EACH
17
$ 525.00
$ 8,925.00
53
PIPE END SECTION, PRECAST CONCRETE, 36 IN.
EACH
2
$ 1,300.00
$ 2,600.00
54
PIPE, TYPE 4, CIRCULAR, 6 IN
LFT
8,918
$ 4.30
$ 38,347.40
55
VIDEO INSPECTION FOR PIPE
LFT
5,851
$ 1.00
$ 5,851.00
56
PIPE, REINFORCED CONCRETE, 12 IN.
LFT
3,157
$ 32.00
$ 101,024.00
57
PIPE, REINFORCED CONCRETE, 15 IN.
LFT
371
$ 36.00
$ 13,356.00
58
PIPE, REINFORCED CONCRETE, 18 IN.
LFT
113
$ 38.00
$ 4,294 00
59
PIPE, REINFORCED CONCRETE, 24 IN.
LFT
423
$ 50.00
$ 21,150.00
60
PIPE, REINFORCED CONCRETE, 30 IN,
LFT
668
$ 71.00
$ 47,428.00
61
PIPE, REINFORCED CONCRETE, 36 IN.
LFT
1,119
$ 83.00
$ 92,877,00
62
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$ 1.00
$ 3,000.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
$ 33.00
$ 27,489.00
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9,690
$ 1,00
$ 9,690.00
65
MANHOLE, J10
EACH
1
$ 3,600.00
$ 3,600.00
66
CASTING ADJUST TO GRADE
EACH
4
$ 700.00
$ 2,800 00
67
INLET, F7
EACH
1
$ 1,500.00
$ 1,500.00
68
INLET. J10
EACH
26
$ 1,800,00
$ 46,800.00
69
INLET, M10
EACH
8
$ 2,000.00
$ 16,000.00
131 D -4a
ITEM IZEI) 1310
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCH BASIN. K10
EACH
35
$ 2,200.00
$ 77.000 00
71
MANHOLE, C4
EACH
10
$ 1,850.00
$ 18.500.00
72
MANHOLE, C2
EACH
1
$ 2,100.00
$ 2,100.00
73
MANHOLE, J4
EACH
13
$ 3,400.00
$ 44,200.00
74
CONSTRUCTION SIGN, C
EACH
10
$ 238.00
$ 2,380.00
75
ROAD CLOSURE SIGN ASSEMBLY
EACH
13
$ 141.00
$ 1,833.00
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
$ 81,00
$ 372600
77
CONSTRUCTION SIGN. A
EACH
20
$ 164.00
$ 3,280.00
78
MAINTAINING TRAFFIC
L$
1
$ 115,000.00
$ 115,000.00
79
BARRICADE, Ill -A
LFT
204
$ 13.00
$ 2,652.00
80
BARRICADE, Ill -B
LFT
144
$ 15.00
$ 2,160.00
81
SIGN POST, SQUARE, TYPE 1. REINFORCED ANCHOR BASE
LFT
681
$ 13.50
$ 9,193.50
82
SIGN, SHEET, RELOCATE
EACH
23
$ 20.00
$ 460.00
83
SIGN, SHEET, WITH LEGEND 0.080" THICKNESS
SFT
196
$ 15.00
$ 2,940.00
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SFT
96
$ 16.00
$ 1,536 00
85
IRRIGATION CONDUIT, PVC, 4 IN.
LFT
500
$ 9.00
$ 4,500.00
86
DECORATIVE STREET LIGHTING, WIRING AND INSTALLATION
EACH
8
$ 9,500.00
$ 76,000.00
87
LIGHTING POWER DISTRIBUTION PANEL
EACH
2
5 6,000,00
$ 12,000.00
88
HANDHOLE
EACH
16
$ 875.00
$ 14,000.00
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
$ 1.650.00
$ 13,200,00
90
CABLE INTER DUCT
LFT
6.031
$ 11.00
$ 66,341.00
91
HANDHOLE, LIGHTING
EACH
8
$ 600.00
$ 4,800.00
92
CONDUIT, STEEL, GALVANIZED, 2 IN
LFT
508
$ 12,00
$ 6,096.00
93
WIRE 4/4 COPPER IN PLASTIC DUCT IN TRENCH 4, 1/C
LFT
1,415
$ 10.00
$ 14,150.00
94
TRANSVERSE MARKING THERMOPLASTIC CROSSWALK. WHITE 24"
LFT
720
$ 4.95
$ 3,564.00
95
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
LFT
1,820
$ 0.78
$ 1,419.60
96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LFT
4,178
$ 0.47
$ 1,963 66
97
LINE THERMOPLASTIC, SOLID, WHITE, 6IN
LFT
606
$ 1.27
S 769.62
98
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I .
LFT
11,380
$ 0.46
5 5,234.80
B9
TRANSVERSE MARKING, THERMOPLASTIC, SOLID, YELLOW,
CROSSHATCH LINE. 12"
LFT
633
$ 2.45
$ 1,550.85
100
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, 6"
LFT
426
$ 1,27
$ 541,02
101
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE INDICATION
ARROW
EACH
11
$ 91.00
$ 1,001.00
102
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
18
$ 50.00
$ 900.00
103
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, FISHHOOK LANE
INDICATION ARROW
EACH
24
$ 148,00
$ 3,552.00
131[) -4,1
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
104
TRANSVERSE MARKING, THERMOPLASTIC, "SHARKS TEETH"
LFT
232
$ 13.00
$ 3,016.00
105
LINE, THERMOPLASTIC, BROKEN. WHITE. 121N., 3FT STRIPE - 3FT GAP
LFT
517
$ 4.00
$ 2,068.00
106
LINE, THERMOPLASTIC, BROKEN, WHITE, 61N., 3FT STRIPE -3FT GAP
LFT
311
$ 1.87
$ 581.57
107
EROSION CONTROL BLANKET
SYS
6,835
$ 1.08
$ 7,381.80
108
PIPE, SANITARY SEWER, 10"
LFT
134
$ 52.00
$ 6968.00
109
SANITARY MANHOLE
EACH
2
$ 2,500.00
$ 5000.00
110
B BORROW
CYS
278
$ 23.00
$ 6,394.00
111
FIRE HYDRANT. RELOCATE
EACH
4
$ 6,500.00
$ 26,000.00
112
VALVE BOX. ADJUST TO GRADE
EACH
6
$ 750.00
$ 4,500.00
113
PIPE END SECTION, PRECAST CONCRETE, 15 IN.
EACH
2
$ 550.00
$ 1,100.00
TOTAL PROJECT:
SUBMITTED BY:
SIGNATURE:
TITLE:
ADDRESS:
IUD -4a
$ 3,708,076.47
Gradex, Inc.
Scott Sweeney, Vice President
3685 Priority Way S. Drive, Suite 140
Indianapolis, IN 46240
ITENiI -ED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$ 1,800.00
$ 1,800.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$ 14,900.00
$ 14,900.00
3
WATER MAIN, DUCTILE IRON, 12 IN
LFT
__
LFT
3,047
5
5 54.00
--
$ 127.00
$ 164,538,00
$ 635 00
4
5
WATER MAIN, DUCTILE IRON, 8 IN
6
TAPPING SLEEVE WITH VALVE
EACH
2
$ 9,960.00
$ 19,920.00
7
12" WATER MAIN TEE
EACH
3
S 1,500.00
$ 4,500.00
8
__
EACH
1
--
$ 1,000.00
$ 1,000.00
9
12 "x12 "x8" WATER MAIN TEE
10
12 "x12 "x6" WATER MAIN TEE
EACH
5
$ 950.00
$ 4,750.00
11
GATE VALVE, 12"
EACH
4
$ 2,700,00
5 10,800.00
12
B BORROW
CYS
987
$ 22.00
S 21,714 00
13
COARSE AGGREGATE, NO 8
TONS
179
$ 16.00
5 2,864.00
14
FIRE HYDRANT ASSEMBLY
EACH
-_
7
5 4,500.00
--
$ 31,500.00
15
17
45° BEND, 12"
EACH
10
5 800.00
$ 8,000.00
18
11.25° BEND, 12"
EACH
9
5 800.00
$ 7,200.00
19
STREET CUT REPAIR
SYS
8
$ 218.00
$ 1,744 00
20
ASPHALT PATH REPAIR
SYS
11
$ 351.00
$ 3,861.00
TOTAL ALTERNATE BID #1: $ 299,726.00
SUBMITTED BY: Gradex, Inc.
SIGNATURE: CSC .
TITLE: Scott Sweeney, Vice President
ADDRESS: 3685 Priority Way S. Drive, Suite 140
BID-4a
Indianapolis, IN 46240
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension Alternate Bid #2
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
COMPACTED AGGREGATE, NO. 53, BASE
TON
609
$ 33.00
$ 20,097.00
2
HMA SURFACE, TYPE A
TON
115
$ 95.00
$ 10,925.00
HMA INTERMEDIATE, TYPE A
TON
350
$ 60.00
$ 21 000.00
4
ASPHALT FOR TACK COAT
TON
0.5
$ 280.00
$ 140.00
TOTAL ALTERNATE BID #2: $ 52,162.00
SUBMITTED BY: Gradex, Inc.
SIGNATURE: Spyt.r-C"'")
TITLE: Scott Sweeney, Vice President I
ADDRESS: 3685 Priority Way S. Drive, Suite 140
1311)-4a
Indianapolis, IN 46240
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 April 12, 2012
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 of this Part.
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:
N/A
BID -6
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.
MILESTONE CONTRACTORS, L.P.
Project Name:
ILLINOIS STREET EXTENSION
- PROJECT N0.
11
-09'.
Date Submitted:
APRIL 18, 2012
Base Bid
Amount:
$3,763,000.00
Alternate Bid #1
Amount:
$284,817.00
Alternate Bid #2
Amount:
$49,070.00
Revised 4/12/2012
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
Phis form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Illinois Street Extension City of Carmel Project #11 -09
Proposal For Construction of:
Date:
APRIL 18, 2012
Constriction of Illinois Street beginning at 800 feet north of
106" Street and continuing north to 116 "' Street including a
roundabout at 111 "' Street. Project also includes the
reconstruction of the roundabout at the intersection of Spring
Mill Road & Ile Street.
The alternate bid includes the installation of 3,047 lineal feet of
12" ductile iron water main and all necessary fittings, fixtures
and appurtenances along the west side of Illinois Street
To: City of Carmel, Indiana, Board of Public Works and Safety
B I D- I
PART 1
BIDDER INFORMATION
(Print)
Bidder Name: MILESTONE CONTRACTORS, L.P.
1.2 Bidder Address: Street Address:
5950 SOUTH BELMONT AVENUE
City: INDIANAPOLIS
Phone: (317) 788 -6885
I.3 Bidder is a /an [mark one]
Individual
Stale: I N
LIMITED
x Partnership
lip: 46217
Fax: (317) 788 -1098
Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To 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
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
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, total THREE MILLION SEVEN HUNDRED SIXTY -THREE
THOUSAND AND 00/100 Dollars ($ 3,763,000.00 ). 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 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.
Alternate Bid #1
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, total TWO HUNDRED EIGHT -FOUR THOUSAND
EIGHT HUNDRED SEVENTEEN AND 00/100 Dollars ($ 284,817.00 ). 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 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
Alternate Bid #2
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, total FORTY -NINE THOUSAND SEVENTY
AND 00/100 Dollars ($ 49,070.00 ). 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 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 -3a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO,
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$30,000.00
$30,000.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$184,939.53
$184,939.53
3
CLEARING RIGHT OF WAY
LS
1
$34.000.00
$34,000.00
4
HOUSES AND BUILDINGS, REMOVE, PARCEL NO 4
LS
1
$12,000.00
$12,000.00
5
EXCAVATION, COMMON
CYS
18,009
$14.50
$261,130.50
6
BORROW
CYS
11,262
$8.00
$90,096.00
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
PROTECTION
EACH
2
$85.00
$170.00
8
TEMPORARY EROSION & SEDIMENT CONTROL, CURB INLET
PROTECTION
EACH
70
$65.00
$4.550.00
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$38.00
$5,472.00
10
TEMPORARY DITCH INLET PROTECTION
EACH
2
$85.00
$170.00
mTEMPORARY
MULCHING
TON
12
$450.00
$5,400.00
12
TEMPORARY SILT FENCE
LFT
6,163
$2.00
$12,326.00
13
NO 2 STONE
TON
200
$26.00
$5,200.00
14
SUBGRADE TREATMENT, TYPE IIIA
SYS
1,329
$10.00
$13,290.00
15
SUBGRADE TREATMENT, TYPE IC
SYS
11,307
$14.00
$158,298.00
16
STRUCTURALBACKFILL
CYS
4,184
$24.00
$100,416.00
17
CHEMICAL MODIFICATION, SOILS
SYS
30,582
$4.50
$137,619.00
18
COMPACTED AGGREGATE, NO, 53, BASE
TON
861
$18.00
$15,498.00
19
COARSE AGGREGATE, 8
TON
12
$32.00
$384.00
20
COMPACTED AGGREGATE. NO, 53
TON
244
$26.00
$6,344.00
21
MILLING, ASPHALT, 1 1/2 IN
SYS
3,034
$3.00
$9,102.00
22
HMA SURFACE, TYPE A
TON
104
$67.00
$6,968.00
23
HMA SURFACE, TYPE C
TON
2,937
$80.00
$234,960.00
24
HMA INTERMEDIATE, TYPE A
TON
311
$57.00
$17,727.00
25
HMA INTERMEDIATE, TYPE C
TON
4,508
$52.00
$234A16.00
26
HMA BASE, TYPE C
TON
13,227
$47.00
$621,669.00
27
HMA, TYPE C, INTERMEDIATE, OG 19.0MM
TON
4,116
$49.00
$201,684.00
28
ASPHALT FOR TACK COAT
TON
28
$480.00
$13,440.00
29
DECORATIVE CONCRETE PAVEMENT, TRUCK APRON
SYS
260
$85.00
$22,100.00
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$105.00
$9,660.00
31
CURB RAMP, CONCRETE, C
SYS
. 111
$168.00
$18,648.00
32
CURB RAMP, CONCRETE, G
SYS
29
$154.00
$4,466.00
33
CURB RAMP, CONCRETE, L
SYS
125
$139.00
$17,375.00
34
CURB, MODIFIED, ROLL
LFT
635
$22.00
$13,970.00
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE, STRAIGHT
LFT
560
$22.00
$12,320.00
36
CURB AND GUTTER, TYPE II
LFT
10,583
$14.00
$148,162.00
37
CURB AND GUTTER, TYPE III
LFT
9,453
$14.00
$132,342.00
38
CURB AND GUTTER TURNOUT CONCRETE
LFT
14
$200.00
$2,800.00
39
HMA FOR APPROACHES, TYPE B
TON
264
$63.00
$16,632.00
40
MAILBOX ASSEMBLY, SINGLE
EACH
2
$150.00
$300.00
GEOTEXTILES
SYS
226
$3.50
$791.00
42
RIPRAP, REVETMENT
TON
86
$40.00
$3,440.00
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
$300.00
$1,200.00
as
FERTILIZER
TON
2
$1,050.00
$2,100.00
45
SEED MIXTURE, U
LBS
849
$5.50
$4,669.50
46
SEED MIXTURE, T
LBS
673
$3.05
$2,052.65
47
MULCHING MATERIAL
TON
10
$370.00
$3,700.00
48
WATER
kGAL
28
$1.00
$28.00
49
TOPSOIL
CYS
2,222
$8.00
$17,776.00
50
SODDING, NURSERY
SYS
7,570
$3.00
$22,710.00
51
FIELD OFFICE, C
MOS
18
$2,700.00
$48,600.00
52
PIPE END SECTION, PRECAST CONCRETE, 12 IN
EACH
17
$650.00
$11.050.00
53
PIPE END SECTION, PRECAST CONCRETE, 36 IN.
EACH
2
$1,200.00
$2,400.00
54
PIPE, TYPE 4, CIRCULAR, 6IN
LFT
8,918
$4.20
$37,455.60
55
VIDEO INSPECTION FOR PIPE
LET
5,851
$1.30
$7,606.30
56
PIPE, REINFORCED CONCRETE, 12 IN.
LFT
3,157
$19.00
$59,983.00
57
PIPE, REINFORCED CONCRETE, 15 IN.
LFT
371
$21.00
$7,791.00
58
PIPE, REINFORCED CONCRETE, 18 IN.
LFT
113
$23.00
$2,599.00
59
PIPE, REINFORCED CONCRETE, 24 IN.
LFT
423
$33.00
$13,959.00
60
PIPE, REINFORCED CONCRETE, 30 IN.
LFT
668
$44.00
$29,392.00
61
PIPE, REINFORCED CONCRETE, 36 IN.
LFT
1,119
$52.00
$58,188.00
62
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3.000
$1.00
$3,000.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
$29.00
$24,157.00
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9,690
$0.85
$8,236.50
65
MANHOLE, J10
EACH
1
$2,400.00
$2,400.00
66
CASTING ADJUST TO GRADE
EACH
4
$450.00
$1,800.00
67
INLET, F7
EACH
1
$1,300.00
$1,300.00
68
INLET, J10
EACH
26
$2.100.00
$54,600.00
69
INLET. M10
EACH
B
$1.700.00
$13,600.00
BID-4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4112/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCH BASIN, K10
EACH
35
$2,800.00
$98,000.00
71
MANHOLE, C4
EACH
10
$1,700.00
$17,000.00
72
MANHOLE, 02
EACH
1
$1.900.00
$1,900.00
73
MANHOLE. J4
EACH
13
$2,100.00
$27,300.00
74
CONSTRUCTION SIGN, C
EACH
10
$238.00
$2,380.00
75
ROAD CLOSURE SIGN ASSEMBLY
EACH
13
$141.00
$1.833.00
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
$81.00
$3,726.00
77
CONSTRUCTION SIGN, A
EACH
20
$164.00
$3,280.00
78
MAINTAINING TRAFFIC
LS
1
$35,000.00
$35,000.00
79
BARRICADE, Ill -A
LFT
204
$13.00
$2,652.00
80
BARRICADE, III -B
LFT
144
$15.00
$2,160.00
81
SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE
LFT
681
$13.50
$9,193.50
82
SIGN, SHEET. RELOCATE
EACH
23
$20.00
$460.00
83
SIGN, SHEET, WITH LEGEND 0.080" THICKNESS
SFT
196
$15.00
$2,940.00
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SFT
96
$16.00
$1,536.00
85
IRRIGATION CONDUIT, PVC, 4 IN.
LFT
500
$9.00
$4,500.00
86
DECORATIVE STREET LIGHTING, WIRING AND INSTALLATION
EACH
8
$9,500.00
$76,000.00
87
LIGHTING POWER DISTRIBUTION PANEL
EACH
2
$6,000.00
$12,000.00
88
HANDHOLE
EACH
16
$875.00
$14,000.00
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
$1,650.00
$13,200.00
90
CABLE INTERDUCT
LFT
6,031
$11.00
$66,341.00
91
HANDHOLE, LIGHTING
EACH
8
$600.00
$4,800.00
92
CONDUIT, STEEL. GALVANIZED 2 IN
LFT
508
$12.00
$6,096.00
93
WIRE #4 COPPER IN PLASTIC DUCT IN TRENCH 4, 1/C
LFT
1,415
$10.00
$14,150.00
94
TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, WHITE 24"
LFT
720
$4.95
$3,564.00
95
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
LFT
1.820
$0.78
$1,419.60
96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LFT
4,178
$0.47
$1,963.66
97
LINE THERMOPLASTIC, SOLID, WHITE. 6 IN
LFT
606
$1.27
$769.62
98
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.
LFT
11,380
$0.46
$5,234.80
TRANSVERSE MARKING, THERMOPLASTIC, SOLID, YELLOW,
CROSSHATCH LINE, 12"
LFT
633
$2.45
$1,550.85
100
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, 6"
LFT
426
$1.27
$541.02
101
PAVEMENT MESSAGE MARKING, THERMOPLASTIC. LANE INDICATION
ARROW
EACH
11
$91.00
$1,001.00
102
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
18
$105.00
$1,890.00
103
PAVEMENT MESSAGE MARKING. THERMOPLASTIC, FISHHOOK LANE
INDICATION ARROW
EACH
24
$148.00
$3,552.00
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
104
TRANSVERSE MARKING, THERMOPLASTIC, "SHARKS TEETH"
LFT
232
$13.00
$3,016.00
105
LINE, THERMOPLASTIC, BROKEN, WHITE, 121N., 3FT STRIPE - 3FT GAP
LFT
517
$4.00
$2,068.00
106
LINE, THERMOPLASTIC, BROKEN, WHITE, 61N., 3FT STRIPE- 3FT GAP
LFT
311
$1.87
$581.57
107
EROSION CONTROL BLANKET
SYS
6,835
$1.08
$7,381.80
108
PIPE, SANITARY SEWER, 10"
LFT
134
$29.00
$3,886.00
109
SANITARY MANHOLE
EACH
2
$2,800.00
$5,600.00
110
B BORROW
CYS
278
$23.00
$6,394.00
FIRE HYDRANT, RELOCATE
EACH
4
$6,500.00
$26,000.00
112
VALVE BOX, ADJUST TO GRADE
EACH
6
$350.00
$2,100.00
113
PIPE END SECTION, PRECAST CONCRETE, 15 IN.
EACH
2
$705.00
$1,410.00
TOTAL PROJECT:
$3,763,000.00
SUBMITTED BY: Milestone Contractors, L.P. By
Contractors United, Inc. - General Partner
SIGNATURE: #.4,76
TITLE: Manager of Estimating
ADDRESS: 5950 South Belmont Avenue, Indianapolis, IN 46217
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$1,500.00
$1,500.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$11,000.00
$11,000.00
3
WATER MAIN, DUCTILE IRON, 12 IN
LET
3.047
$50.00
$152,350.00
5
WATER MAIN, DUCTILE IRON, 8 IN
LET
5
$110.00
$550.00
6
TAPPING SLEEVE WITH VALVE
EACH
2
$7,900.00
$15,800.00
7
12" WATER MAIN TEE
EACH
3
$1,500.00
$4,500.00
8
-_
--
$1,100.00
$1,100.00
9
12 "x12 "x8" WATER MAIN TEE
EACH
1
10
12 "x12 "x6" WATER MAIN TEE
EACH
5
$1,100.00
$5,500.00
GATE VALVE, 12"
EACH
4
$3,200.00
$12,800.00
12
B BORROW
CYS
987
$25.00
$24,675.00
13
COARSE AGGREGATE, NO 8
TONS
179
$23.00
$4,117.00
14
FIRE HYDRANT ASSEMBLY
EACH
7
$5,400.00
$37,800.00
15
_
-
--
16
__
EACH
10
--
$500.00
$5,000.00
17
45° BEND, 12"
18
11.25° BEND, 12"
EACH
9
$475.00
$4,275.00
19
STREET CUT REPAIR
SYS
8
$275.00
$2,200.00
20
ASPHALT PATH REPAIR
SYS
11
$150.00
$1,650.00
TOTAL ALTERNATE BID #1:
$284,817.00
SUBMITTED BY: Milestone Contractors, L.P. By
Contractors United, Inc. - General Partner
SIGNATURE:
TITLE: Manager of Estimating
ADDRESS: 5950 South Belmont Avenue, Indianapolis, IN 46217
BID -4a
ITEMIZED
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension Alternate Bid #2
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
COMPACTED AGGREGATE, NO. 53, BASE
TON
609
$30.00
$18,270.00
2
HMA SURFACE, TYPE A
TON
115
$74.00
$8,510.00
3
HMA INTERMEDIATE, TYPE A
TON
350
$63.00
$22,050.00
aASPHALT FOR TACK COAT
TON
0.5
$480.00
$240.00
TOTAL ALTERNATE BID #2: $49,070.00
SUBMITTED BY: Milestone Contractors, L.P. By
Contractors United, Inc. - General Partner
SIGNATURE: i(fezOC
TITLE: Manager of Estimating
ADDRESS: 5950 South Belmont Avenue, Indianapolis, IN 46217
BID -4a
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 APRIL 12, 2012
BID -5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 71w Bidder shall f dlv state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
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:
NONE
BID -6
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:
Illinois Street Extension, Project
//
11 -09
Date Submitted:
April 18, 2012
Base Bid
Amount:
$3,772,600.00
Alternate Bid #1
Amount:
$ 316,200.00
Alternate Bid #2
Amount:
$ 59,982.50
Revised 4/12/2012
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Illinois Street Extension City of Carmel Project #11 -09
Proposal For Construction of :
Construction of Illinois Street beginning at 800 feet north of
106'" Street and continuing north to 116'" Street including a
roundabout at 111`" Street. Project also includes the
reconstruction of the roundabout at the intersection of Spring
Mill Road & 116 "' Street.
The alternate bid includes the installation of 3,047 lineal feet of
12" ductile iron water main and all necessary fittings, fixtures
and appurtenances along the west side of Illinois Street
Date: April 18, 2012
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.
1.2 Bidder Address: Street Address: 1751 W. Minnesota Street
City: Indianapolis Slate: IN Zip: 46221
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 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana, foreign corporations must register with the Secretary of the State of Indiana as
required by Inc Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion 0-2, dated January 23. 1958.]
.1 Corporation Name:
.2 Address:
3 Date registered with State of Indiana:
4 Indiana Registered Agent:
Name:
Address:
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, total Three million seven hundred
seventy -two thousand six hundred Dollars ($ 3,772,600.00 ). 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 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.
Alternate Bid #1
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, total Three hundred sixteen
thousand two hundred Dollars ($ 316,200.00 ). 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 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
Alternate Bid #2
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, total Fifty -nine thousand
nine hundred eighty -two 50 /100 Dollars ($ 59,982.50 ). 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 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 -3a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DE CRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
1
CONSTRUCTION ENGINEERING
LS
1
$ 36,900.00
5 36,900.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$ 150,287.35
$ 150,287.35
3
CLEARING RIGHT OF WAY
LS
1
$ 83,000.00
$ 83,000.00
4
HOUSES AND BUILDINGS, REMOVE, PARCEL NO 4
LS
1
$ 15,000.00
$ 15,000.00
5
EXCAVATION, COMMON
CYS
18009
$ 12.00
$ 216,108.00
6
BORROW
CYS
11262
$ 1.00
$ 11,262.00
7
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
PROTECTION
EACH
2
$ 85.00
$ 170.00
8
TEMPORARY EROSION & SEDIMENT CONTROL, CURB INLET
PROTECTION
EACH
70
$ 65.00
$ 4,550.00
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$ 50.00
$ 7,200.00
10
TEMPORARY DITCH INLET PROTECTION
EACH
2
$ 85.00
5 170.00
11
TEMPORARY MULCHING
TON
12
$ 450.00
$ 5,400.00
12
TEMPORARY SILT FENCE
LFT
6163
$ 1.15
$ 7,087.45
13
NO. 2 STONE
TON
200
$ 26.50
$ 5,300.00
14
SUBGRADE TREATMENT, TYPE IIIA
SYS
1329
$ 11.00
$ 14,619.00
15
SUBGRADE TREATMENT, TYPE IC
SYS
11307
$ 14.50
$ 163,951.50
16
STRUCTURAL BACKFILL
CYS
4184
$ 26.00
$ 108,784.00
17
CHEMICAL MODIFICATION, SOILS
SS
30582
$ 5.00
$ 152,910.00
18
COMPACTED AGGREGATE, NO. 53, BASE
TON
861
$ 27.00
$ 23,247.00
19
COARSE AGGREGATE, 8
TON
12
$ 200.00
$ 2,400.00
20
COMPACTED AGGREGATE, NO. 53
TON
244
$ 21.00
$ 5,124.00
21
MILLING, ASPHALT, 11/2 IN
SYS
3034
$ 6.00
$ 18,204.00
22
HMA SURFACE, TYPE A
TON
104
$ 124.00
$ 12,896.00
23
HMA SURFACE, TYPE C
TON
2937
$ 76.00
$ 223,212.00
24
HMA INTERMEDIATE, TYPE A
TON
311
$ 69.00
$ 21,459.00
25
HMA INTERMEDIATE, TYPE C
TON
4508
$ 51.00
$ 229,908.00
26
HMA BASE, TYPE C
TON
13227
$ 47.20
$ 624,314.40
27
HMA, TYPE C, INTERMEDIATE, OG 19.0 MM
TON
4116
$ 57.30
$ 235,846.80
28
ASPHALT FOR TACK COAT
TON
28
$ 515.00
$ 14,420.00
29
DECORATIVE CONCRETE PAVEMENT, TRUCK, APRON
SYS
260
$ 90.00
$ 23,400.00
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$ 86.00
$ 7,912.00
31
CURB RAMP, CONCRETE, C
SYS
111
$ 126.00
$ 13,986.00
32
CURB RAMP, CONCRETE, G
SYS
29
$ 140.00
$ 4,060.00
33
CURB RAMP, CONCRETE, L
SYS
125
$ 125.00
$ 15,625.00
34
CURB, MODIFIED, ROLL
LFT
635
$ 22.00
$ 13,970.00
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE, STRAIGHT
LFT
560
$ 21.25
$ 11,900.00
36
CURB AND GUTTER, TYPE II
LFT
10583
$ 10.00
$ 105,830.00
37
CURB AND GUTTER, TYPE III
LFT
9453
$ 14.00
$ 131342.00
38
CURB AND GUTTER TURNOUT CONCRETE
LFT
14
$ 160.00
$ 2,240.00
39
HMA FOR APPROACHES, TYPE B
TON
264
$ 99.00
$ 26,136.00
40
MAILBOX ASSEMBLY, SINGLE
EACH
2
$ 150.00
$ 300.00
41
GEOTEXTILES
SYS
226
$ 4.25
$ 960.50
42
RIPRAP, REVETMENT
TON
86
$ 48.00
$ 4,128.00
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
$ 300.00
$ 1,200.00
44
FERTILIZER
TON
2
$ 1,050.00
$ 2,100.00
45
SEED MIXTURE, U
LBS
849
$ 5.50
$ 4,669.50
46
SEED MIXTURE, T
LBS
673
$ 3.05
$ 2,052.65
47
MULCHING MATERIAL
TON
10
$ 370.00
$ 3,700.00
48
WATER
KGAL
28
$ 1.00
$ 28.00
49
TOPSOIL
CYS
2222
$ 11.00
$ 24,442.00
50
SODDING, NURSERY
SYS
7570
$ 3.08
$ 23,315.60
51
FIELD OFFICE, C
MOS
18
$ 3,100.00
$ 55,800.00
52
PIPE END SECTION, PRECAST CONCRETE, 12 IN
EACH
17
$ 725.00
$ 12,325.00
53
PIPE END SECTION, PRECAST CONCRETE, 36 IN
EACH
2
$ 1,465.00
$ 2,930.00
54
PIPE, TYPE 4, CIRCULAR, 6 IN
LFT
8918
$ 5.00
$ 44,590.00
55
VIDEO INSPECTION FOR PIPE
LFT
5851
$ 1.25
$ 7,313.75
56
PIPE, REINFORCED CONCRETE, 12 IN
LFT
3157
$ 25.00
$ 78,925.00
57
PIPE, REINFORCED CONCRETE, 15 IN
LFT
371
$ 27.00
$ 10,017.00
58
PIPE, REINFORCED CONCRETE, 18 IN
LFT
113
5 30.00
$ 3,390.00
59
PIPE, REINFORCED CONCRETE, 24 IN
LFT
423
$ 39.00
$ 16,497.00
60
PIPE, REINFORCED CONCRETE, 30 IN
LET
668
$ 47.00
$ 31,396.00
61
PIPE, REINFORCED CONCRETE, 36 IN
LFT
1119
$ 64.00
$ 71,616.00
62
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3000
$ 1.10
$ 3,300.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
$ 30.00
$ 24,990.00
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9690
$ 1.10
$ 10,659.00
65
MANHOLE, 110
EACH
1
$ 3,750.00
$ 3,750.00
66
CASTING ADJUST TO GRADE
EACH
4
$ 680.00
$ 2,720.00
67
INLET, F7
EACH
1
$ 1,500.00
$ 1,500.00
68
INLET,110
EACH
26
$ 1,900.00
$ 49,400.00
69
INLET, M10
EACH
8
$ 2,100.00
$ 16,800.00
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCH BASIN, K10
EACH
35
$ 2,900.00
$ 101,500.00
71
MANHOLE, C4
EACH
10
5 2,400.00
$ 24,000.00
72
MANHOLE, C2
EACH
1
$ 2,800.00
$ 2,800.00
73
MANHOLE, 14
EACH
13
5 3,500.00
$ 45,500.00
74
CONSTRUCTION SIGN, C
EACH
10
$ 200.00
$ 2,000.00
75
ROAD CLOSURE SIGN ASSEMBLY
EACH
13
5 300.00
$ 3,900.00
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
5 120.00
$ 5,520.00
77
CONSTRUCTION SIGN, A
EACH
20
$ 200.00
$ 4,000.00
78
MAINTAINING TRAFFIC
LS
1
$ 12,200.00
$ 12,200.00
79
BARRICADE, Ill-A
LFT
204
5 10.00
$ 2,040.00
80
BARRICADE, Ill-B
LFT
144
$ 10.00
$ 1,440.00
81
SIGN POST, SQUARE, TYPE 1, REINFORCED ARCHOR BASE
LET
681
5 13.50
$ 9,193.50
82
SIGN, SHEET, RELOCATE
EACH
23
$ 20.00
$ 460.00
83
SIGN, SHEET, WITH LEGEND 0.080" THICKNESS
SFT
196
$ 15.00
$ 2,940.00
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SET
96
$ 16.00
$ 1,536.00
85
IRRIGATION CONDUIT, PVC, 4 IN
LFT
500
$ 9.00
$ 4,500.00
86
DECORATIVE STREET LIGHTING, WIRING AND INSTALLATION
EACH
8
$ 9,500.00
$ 76,000.00
87
LIGHTING POWER DISTRIBUTION PANEL
EACH
2
$ 6,000.00
$ 12,000.00
88
HANDHOLE
EACH
16
$ 875.00
$ 14,000.00
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
$ 1,650.00
$ 13,200.00
90
CABLE INTERDUCT
LFT
6031
$ 11.00
$ 66,341.00
91
HANDHOLE, LIGHTING
EACH
8
$ 600.00
$ 4,800.00
92
CONDUIT, STEEL, GALVANIZED, 2 IN
LFT
508
$ 12.00
$ 6,096.00
93
WIRE #4 COPPER IN PLASTIC DUCT IN TRENCH 4, 1/C
LFT
1415
$ 10.00
$ 14,150.00
94
TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, WHITE 24"
LFT
720
$ 5.00
$ 3,600.00
95
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
LFT
1820
$ 0.01
$ 18.20
96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN
LFT
4178
$ 0.65
$ 2,715.70
97
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN
LFT
606
$ 1.50
$ 909.00
98
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN
LFT
11380
$ 0.65
$ 7,397.00
99
TRANSVERSE MARKING, THERMOPLASTIC, SOLID, YELLOW,
CROSSHATCH LINE, 12"
LFT
633
5 3.00
$ 1,899.00
100
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, 6"
LFT
426
5 1.50
$ 639.00
101
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE
INDICIATION ARROW
EACH
11
$ 70.00
$ 770.00
102
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
18
$ 46.10
$ 829.80
103
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, FISHHOOK
LANE INDICATION ARROW
EACH
24
$ 170.00
$ 4,080.00
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT
PRICE
TOTAL
104
TRANSVERSE MARKING, THERMOPLASTIC, "SHARKS TEETH"
LFT
232
10.00
2,320.01
105
LINE, THERMOPLASTIC, BROKEN, WHITE, 12 IN, 3 FT STRIPE, 3 FT
GAP
LFT
517
3.00
1 551.01
106
LINE, THERMOPLASITC, BROKEN, WHITE, 6 IN, 3 FT STRIPE, 3 FT
GAP
LFT
311
1.50
446.50
107
EROSION CONTROL BLANKET
SYS
6835
1.08
7,381.80
108
PIPE, SANITARY SEWER, 10"
LFT
134
rilMENRIN
109
SANITARY MANHOLE
EACH
2
5,100.00
10,200.01
110
B BORROW
CYS
278
26.00`
7 228.00
111
FIRE HYDRANT, RELOCATE
EACH
4
2 700.00
10 800.00
112
VALVE BOX, ADJUST TO GRADE
EACH
6
300:00
1,800.00
113
PIPE END SECTION, PRECAST CONCRETE, 15 IN.
EACH
2
740.00
1,480.00
TOTAL PROJECT:
3,772,600.00
SUBMITTE• BY: , - . -c - Co' uc .. . Inc.
SIGNATU
TITL : Pau . T. e, VP Indiana Operations
ADDRESS:
BID -4a
1751 W. Minnesota Street
Indianapolis, IN 46221
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT
PRICE
TOTAL
1
CONSTRUCTION ENGINEERING
LS
1
,400.01
3,400.01
2
MOBILIZATION AND DEMOBILIZATION
LS
1
1,342.00
31,342.00
3
WATER MAIN, DUCTILE IRON, 12 IN
LFT
3047
52.0,158
444.01
4
-
-
--
5
WATER MAIN, DUCTILE IRON, SIN
LFT
5
240.00
1,200.00
6
TAPPING SLEEVE WITH VALVE
EACH
2
• 200.00
8 400.00
7
12" WATER MAIN TEE
EACH
3
1 250.01
3 750.00
8
-
-
--
9
12 "X12 "X8" WATER MAIN TEE
EACH
1
1 280. 11,
1 281.11
10
12 "X12 "X6" WATER MAIN TEE
EACH
5
1 240.01
(p,2OO.Ct
11
GATE VALVE, 12"
EACH
4
I 680.0
10 720.00
12
BBORROW
CYS
987
17.00
16,779.00
13
COARSE AGGREGATE, NO 8
TONS
179
15.00
2,685.00
14
FIRE HYDRANT ASSEMBLY
EACH
7
,200.0
36,400.00
15
-
-
EACH
-
-
10
--
--
1151:01
11 11
16
17
45" BEND, 12"
18
11.25" BEND, 12"
EACH
9
I I . 1 I I
9 810.00
19
STREET CUT REPAIR
SYS
8
330.01
2 640.00
20
ASPHALT PATH REPAIR
SYS
11
150.00
1,650.00
TOTAL ALTERNATE BID #1:
BID -4a
316,200.00
SUBMITTED BY: Rieth -Riley Cons c on
SIG NATUR
TITLE: Paul J. , VP Indiana Operations
ADDRESS:
1751 W. Minnesota Street
Indianapolis, IN 46221
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: ILLINOIS STREET EXTENSION
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT
PRICE
TOTAL
1
COMPACTED AGGREGATE, NO. 52, BASE
TON
609
35.00
21,315.00
2
HMA SURFACE, TYPE A
TON
115
124.00
14 260.00
3
HMA INTERMEDIATE, TYPE A
TON
350
69.00
' 4 150.00
4
ASPHALTFORTACKCOAT
TON
0.5
515.00
257.50
TOTAL ALTERNATE BID #2:
SUBMITTED BY:
SIGNATU
TITLE:
ADDRESS:
BID -4a
59,982.50
Rieth -Riley Con,. % ionn • •
tag 7fl
Paul /P Indiana Operations
1751 W. Minnesota Street
Indianapolis, IN 46221
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 4/12/12
BID -5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall f tllp slate each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned than 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:
None
BID -6
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.
Corn pany:
F & K Construction, Inc.
Project Name:
Illinois Street Extension City of Carmel Project #11 -09
Date Submitted:
April 18, 2012
Base Bid
Amount:
$3,848,309.07
Alternate Bid #1
Amount:
$201,343.12
Alternate Bid #2
Amount:
$44,420.93
Revised 4/12/2012
PART 1
BIDDER INFORMATION
(Print)
Bidder Name: F & K Construction, Inc.
1.2 Bidder Address:
Street Address: 2055 W 150 S
City: Flora - State: Indiana
Phone: (574)967 -4543
1.3 Bidder is a /an [mark one]
Zip: 46929
Fax: (574)967 -3934
Individual Partnership ✓ Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana. foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as slated therein and expressed in the
Attorney General 's Opinion 42, dated January 23, 1958.]
.1 Corporation Name:
2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID -2
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform and
fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, total Three Million, Eight Hundred Forty
Eight Thousand, Three Hundred Nine 07/100 Dollars ($ 3,848,309.07 ). 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 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 #1
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, total Two Hundred One Thousand,
Three Hundred Forty Three 12/100 Dollars ($201,343.12 ). The
Bidder acknowledges that evaluation of the lowest Bid shall he based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID -3
Alternate 13id #2
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform and
fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof. which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items. total Forty Four Thousand,
Four Hundred Twenty 93/100 Dollars ($ 44.420.93 ). 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 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 3a
ITEMIZED BID
CARVIEL PROJECT NO. 11-09
DESCRIPTION: Illinois Street Extension
4/12/201_
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
534,90108
$34901.08
2
MOBILIZATION AND DEMOBILIZATION
LS
1
5264.100.92
5264.10092
3
CLEARING RIGHT OF WAY
LS
1
552430.03
552.480.05
4
HOUSES AND BUILDINGS, REMOVE. PARCEL NO4
I
1
518,581 57
518,58137
5
EXCAVATION, COMMON
CYS
18,009
58.47
$152.536.23
6
BORROW
CYS
11,262
57.85
$88.40670
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
PROTECTION
EACH
2
55840
511630
8
TEMPORARY EROSION & SEDIMENT CONTROL, CURB INLET
PROTECTION
EACH
70
59025
$691 5330
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$36.79
55.297.76
10
'TEMPORARY DITCH INLET PROTECTION
EACH
2
590.26
5180 52
' IEMPORARY MULCIIING
"ION
12
5461.89
$5.54268
12
TEMPORARY SILT FENCE
LFT
6,163
5127
$7,827.01
13
NO 2 STONE
TON
200
$1859
$3,718.00
14
SUBGRADE TREATMENT, 'TYPE 11IA
SYS
1,329
SI140
$15.150.60
15
SUBGRADE TREATMENT, TYPE IC
SYS
11,307
517.82
5201490.74
16
STRUCTURAL BACKFILL
CYS
4,184
520.86
58727824
17
CHEMICAL MODIFICATION, SOILS
SYS
30,582
$484
5148.016.88
18
COMPACTED AGGREGA'T'E, NO 53, BASE
TON
861
$1621
51 ,956.81
19
COARSE AGGREGATE, $
TON
12
$6252
5750.24
20
COMPACTED AGGREGATE, NO 53
TON
244
$19.74
54.816,56
21
MILLING, ASPHALT. 11/2 IN
SYS
3,034
5308
$9344.72
22
LIMA SURFACE. TYPE A
TON
104
$106.18
511.042.72
23
HMA SURFACE, TYPE C
TON
2,937
569 02
5202.711.74
24
HMA INTERMEDIATE, TYPE A
TON
311
590.25
$28,067 75
25
HMA INTERMEDIATE, TYPE C
TON
4,508
550.97
5229.772 76
26
HMA BASE. TYPE C
TON
13,227
548,84
$646.00668
27
IIMA. TYPE C. INTERMEDIATE, 00 19.0MM
TON
4,116
55.09
5218.518.44
28
ASPI IALT FOR TACK COAT
TON
28
5557.45
515,608 60
29
DECORATIVE CONCRETE PAVEMENT. TRUCK APRON
SYS
260
S11149
528,987.40
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$7964
57326.88
31
CURB RAMP, CONCRE'T'E, C
SFS
111
5184.14
520.43954
32
CURB RAMP. CONCRETE, G
SYS
29
$11049
53.204 21
33
CURB RAMP, CONCRETE, L
S1 'S
125
$142.05
517.756 25
34
CURB, MODIFIED. ROLL,
ELF
635
$13.80
58.763,00
BID-4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE. STRAIGHT
LEI
560
SI3.80
$7.728.00
36
CURB AND GUTTER, TYPE II
LE F
10583
51221
5129218.43
37
CURB AND GUTTER. TYPE III
LET
9453
51221
$115.42 I.13
38
CURB AND GUI TER TURNOUT CONCRETE
LET
14
$100.87
31,412 18
39
DMA FOR APPROACIIES, TYPE B
TON
264
590.25
$23,826.00
40
MAILBOX ASSEMBLY. SINGLE
EACH
2
$260.41
5520.82
41
GEOTEXTILES
SYS
226
5064
$144 64
42
RIPRAP, REVETMENT
TON
86
53355
52.885 30
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
553.09
$21236
44
FERTILIZER
TON
2
$83883
51.67766
45
SHED MIXTURE, U
LBS
849
53.98
53579.02
46
SEED MIXTURE. I'
LBS
673
$292
$1965.16
47
MULCHING MATERIAL
TON
10
5461.88
51618.80
48
WATER
RGAL
28
5319
58932
49
TOPSOIL
C1 'S
2222
$2437
$54.150.14
50
SODDING, NURSERY
SYS
7570
$550
$41.63500
51
FIELD OFFICE, C
8105
18
$421 83
57.592 94
52
PIPE END SECTION, PRECAST CONCRETE, 12 IN
EACH
17
5568.66
$9667 22
53
PIPE END SECTION, PRECAST CONCRETE„ 36 IN.
EACH
2
51 067.71
52.135.42
54
PIPE, TYPE 4. CIRCULAR, 6 IN
LET
8,918
53.38
530,142.84
55
VIDEO INSPECTION FOR PIPE
LFT
5851
$058
$339358
56
PIPE, REINFORCED CONCRETE. IS IN.
LFT
3157
$2915
$91026.55
57
PIPE, REINFORCED CONCRETE_ IS IN.
LFT
371
$34.47
$12.78337
58
PIPE, REINFORCED CONCREFE. 18 IN.
LFT
113
57.70
54.034 10
59
PIPE. REINFORCED CONCRETE. 24 IN
LET
423
544.80
51895040
60
PIPE. REINFORCED CONCRETE„ 30 IN.
LII
668
552.94
57363.92
61
PIPE, REINFORCED CONCRETE. 36 IN.
LFT
1119
$6337
570,911.03
62
VIDEO INSPECTION FOR UNDERDRAINS
I T
3000
50 58
$1,740.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
$29.73
$24.765.09
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9690
SI 22
511 821.80
65
MANHOLE410
EACH
1
53452.72
53,45272
66
CASTING ADJUST TO GRADE
EACH
4
$1.81187
5724748
67
INLET. F7
EACH
1
$13875 I
51,38751
68
INLET,110
EACH
26
51,704.93
$41.328.13
69
INLET, MIO
EACH
8
51685.03
$1348024
BID -4a
ITEMIZED 1311)
C. -111 1 E L I' 12O.I ECI' NO. 11-09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCI I BASIN, KIO
EACII
35
$2,345.13
$82,079.55
71
MANIIOLE, C4
EACH
10
S2,195,14
$21,951,40
72
MANHOLE, C2
EACH
1
$2,34729
S2.347.29
73
MNHOLE, 14
EACH
13
$3,241.62
$42,11106
74
CONSTRUCTION SIGN, C
EACH
10
$259.12
$2,591.20
75
ROAD CLOSURE SIGN ASSEMBLY
IACH
13
S153,51
$1,995.63
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
$83.19
$4.056 74
77
CONSTRUCTION SIGN. A
EACH
20
$159.27
$3.185 40
78
MAINTAINING TRAFFIC
LS
1
$11,637.54
$1163754
79
BARRICADE, III -A
LIT
204
$14.15
S2,886 60
80
BARRICADE. III -B
LET
144
$16.33
$2 ,351.52
81
SIGN POST, SQUARE, TYPE I, REINFORCED ANC] FOR BASE
LPT
681
51433
$9,758.73
82
SIGN, SHEET, RF,LOCAI'E
EACH
23
52124
$488.52
83
SIGN, SHEET, WITH LEGEND 0,030" THICKNESS
SFT
196
$1593
$3,12228
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SET
96
$16.99
$1,631.04
85
IRRIGA'T'ION CONDUIT, I'VC -4 IN
LFT
500
$19.90
$9950.00
86
DECORATIVE STREET LIGIPI'ING_ WIRING AND INSTALLATION
EACH
6
$10.087.14
580,697.12
87
LIGITING POWER DISTRIBUTION PANEL
EACH
2
$6- 370.83
512,741 66
88
HANDIIOLE
1ACH
16
$92908
$14.86528
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
51,751.98
511015.84
90
CABER INTERDUCT
I,FT
6031
SI I.68
$70.442 08
91
HANDHOLE, LIGHTING
EACH
8
$63708
$109664
92
CONDUIT, STEEL_ GALVANIZED, 2 IN
LFT
508
$33.10
$16,814.80
93
WIRE 24 COPPER IN PLASTIC DUCT IN'IRENCI 14. I/C
LFT
1,415
S10.62
$15,02730
94
TRANSVERSE MARKING 'II IERMOPLAS'I'IC CROSSWAIK, WHITE 24"
LPT
720
5539
$3,880.80
95
LINE, THERMOPLASTIC, BROKEN. WHITE, 4 IN
LEI
1820
50.85
$1547.00
96
LINE. TIIERNIOPLASTIC, SOLID, WHITE, 4 IN.
I.FT
4178
$0.51
$2,130.78
97
LINE IIIERNIOPLAS'IIC, SOLID, WHITE, 6 IN
LFT
606
SI.38
$83628
98
LINE. THERMOPLASTIC, SOLID - YELLOW,I IN.
LFT
11,380
$0.50
$5 -69000
9B
TRANSVERSE NIARKING ,THERMOPLAST'IC. SOLID - YELLOW,
CROSSHATCH LINE. 12"
1FF
633
$267
$1690 -11
100
TRANSVERSE MARKING , THERMOPLASTIC, CROSSWALK LINE. 6"
LFT
426
$1.38
$587.88
01
PAVEMENT MESSAGE MARKING. 'HIERMOPLASTIC. LANE
INDICATION ARROW
EACH
11
$99.03
SI,08988
102
SNOWPI.OWABLE RAISED PAVEMENT MARKER
EACH
18
$9025
$1,624.50
103
PAVEMENT MESSAGE MARKING .THERMOPLASTIC. FISHHOOK LANE
INDICATION ARROW
EACH
24
5161.13
$3367.12
BID -4a
ITEMIZED BID
CAI4VIEL I'RO.IECF NO. I I -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
104
TRANSVERSE MARKING, THERMOPLASTIC, "SIIARKS TEETH"
LFT
232
$14.15
$3.28230
105
LINE. THERMOPLASTIC, BROKEN. WHITE, I2IN_SET STRIPE- 3FT GAP
I. FT
517
54.35
$2248.95
106
LINE, THERMOPLASTIC, BROKEN, WIIITIi, 6114., 3FT STRIPE - 3E OAP
LPT
311
52.04
$634,44
107
EROSION CONTROL BLANKET
SYS
6,835
$1.38
$9.43230
108
PIPE_ SANITARY SEWER. 10"
I-EI
134
$38.14
55,110.76
109
SANITARY MANHOLE
EACH
2
$3,129.98
$6259.96
110
B BORROW
CYS
278
521.77
56,052.06
111
FIRE HYDRANT, RELOCATE
EACH
4
$:432.55
513930.20
112
VALVE BOX ADJUST TO GRADE
EACH
6
5362.37
$2,174.22
113
PIPE END SECTION, PRECAST CONCRETE, 15 IN.
EACH
2
$616,45
S1,232.90
TOTAL PROJECT: S3,848.309.07
SUBMITTED BY: f,174—X__
SIGNATURE.
�A-
TITLE:
ADDRESS: 2 -6 CC
131 D -4a
w /SD s'
a -o/z'./ _iv yG 9
ITEMIZED BID
CARM EL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
51.091.08
51094.08
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$2,017.43
51017 43
3
WATER MAIN, DUCTII,]: IRON. 12 IN
LFT
3,047
53445
$104,969.15
5
WATER MAIN, DUCTILE IRON. 8 IN
LFT
5
$102 42
$512.10
6
TAPPING SLEEVE WITH VALVE
EACH
2
85275.19
$10,550.38
7
IT' WATER MAIN TEE
EACII
3
5104322
51129.66
8
-
EACH
-
1
--
5855.01
$85501
9
12 ".x12 "88" WATER MAIN TEE
10
12 "x12 "s6" WATER MA IN TEE
EACH
5
$76872
53.84160
GAIT VALVE_ 12"
EACH
4
$2,35295
59.41172
12
0 BORROW
CYS
987
$21 77
$21,186.99
13
COARSE AGGREGATE, NO 8
TONS
179
S1487
52661.73
14
FIRE HYDRANT ASSEMBLY
EACH
7
$3,80577
526.640.39
15
_
-
--
®
45' BEND. 12"
EACH
10
$50156
55,015.60
18
I I .25' BEND, 12"
EACII
9
$445.31
$4,007.79
19
Si REEF CUT REPAIR
SYS
8
5292.66
5234128
20
ASPHALT PATH REPAIR
SYS
11
5255.11
$2,80621
TOTAL ALTERNATE BID #1: $201,343.12
SUBMITTED BY: ijr"-*2>-<4 I
SIGNATURE: J�
TITLE:
ADDRESS: Z 0 rr W /$b S
F2-11/3/ --ct 51/
BID -4a
ITEMIZED BID
CARDIEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/12/2012
ITEM
NO,
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
COMPACTED AGGREGATE, NO. 53. BASE
TON
609
S21 77
S13.257 93
2
I1MA SURFACE, TYPE A
TON
115
S9I 54
SI 0504.10
BMA INTERMEDIATE, TYPE A
TON
350
553.64
$20.524.00
ASPHALT FOR TACK COAT
TON
05
$26980
513490
TOTAL ALTERNATE BID #2: $44,420.93
SUBMITTED BY: / %)L
SIGNATURE:
TITLE y�
: J' /ZiC.S,
ADDRESS: —2-0 T3-G✓ /57)
F4> `6921`
BID -4a
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? The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
#1 April 12th, 2012
BID -5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the
Documents in Section 5.3 of this Part.
Bidder is cautioned that any exception taken by Bidder
material qualification or variance from the terms of the
in this Bid being rejected as non - responsive.
5.3 Exceptions:
Specifications or other Contract
and deemed by OWNER to be a
Contract Documents may result
BID -6
State Form 52414
Prescribed by State Board of Accounts Form No. 96 (Revised 2005)
CONTRACTOR'S BID FOR PUBLIC WORK - FORM 96
PART I
(To be completed for all bids. Please type or print)
Date: April 18.2012
1. Governmental Unit (Owner): City of Carmel Indiana
2. County : Hammilton
3. Bidder (Firm): F & K Construction, Inc.
Address: 2055 W. 150 S.
City /State: Flora, IN 46929
4. Telephone Number: (574)967 -4543 FED. ID# 35- 1415044
5. Agent of Bidder Of applicable): N/A
Pursuant to notices given, the undersigned offers to furnish labor and /or material necessary to complete
the public works project of Illinois Street Extension - Carmel Project No. 11 -09
(Governmental Unit) in accordance with plans and specifications prepared by American Structurepoint Inc
and dated April 2012 for the sum of
See Bid Form
$ See Bid Form
The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified in the
notice of the letting. If alternative bids apply, the undersigned submits a proposal for each in accordance with the
notice. Any addendums attached will be specifically referenced at the applicable page.
If additional units of material included in the contract are needed, the cost of units must be the same as
that shown in the original contract if accepted by the governmental unit. If the bid is to be awarded on a unit
basis, the itemization of the units shall be shown on a separate attachment.
The contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee,
or applicant for employment, to be employed in the performance of this contract, with respect to any matter
directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry .
Breach of this covenant may be regarded as a material breach of the contract.
CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS
(If applicable)
I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory
obligation to use steel products made in the United States (I C. 5- 16 -8 -2). I hereby certify that I and all
subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I
understand that violations hereunder may result in forfeiture of contractual payments.
ACCEPTANCE
The above bid is accepted this day of , subject to the
following conditions:
Contracting Authority Members:
PART II
(For projects of $100,000 or more — IC 36- 1 -12 -4)
Governmental Unit: city of Carmel, Indiana
Bidder (Firm) F & K Construction, Inc.
Date: April 18 2012
These statements to be submitted under oath by each bidder with and as a part of his bid.
Attach additional pages for each section as needed.
SECTION I EXPERIENCE QUESTIONNAIRE
1. What public works projects has your organization completed for the period of one (1) year prior to the
date of the current bid?
Contract Amount
Class of Work
Completion
Date
Name and Address of Owner
$176,950.00
Ditch cleaning and Reconstruction
Spring of '11
Howard County Drainage Board
$2,393,658.00
Storm Sewer & Water Main
Fall of '11
City of Monticello, IN
$699,669.58
Walk Path Construction
Fall of '11
City of Carmel, IN
$120,541.00
Sanitary Sewer & Water Main
Summer of '11
City of Delphi, IN
2. What public works projects are now in process of construction by your organization?
Contract Amount
Class of Work
Expected
Completion
Date
Name and Address of Owner
$639,965.00
Water Line Installation
Spring of'12
Town of Camden, IN
$1,022,000.00
Lift Station
Summer of '12
City of Monticello, IN
$2,812,530.00
Water Line Rehabilitation
Spring of '12
Town of Walton, IN
$794,563.00
Water Utility Improve.
Spring of '12
Town of Chalmers, IN
3. Have you ever failed to complete any work awarded to you? NO If so, where and why?
List references from private firms for which you have performed work.
Steinberger Construction, Inc. Jim Steinberger (574) 753 -4944
The Andersons Dale Theis (419) 891 -6390
Hartrich Becknell Construction John Hartrich (708) 443 -9300
Subaru of Indiana Automotive Dennis Hickman (765) 449 -6991
Gutwein & Associates Andrew Gutwein (765) 532 -6725
SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE
Explain your plan or layout for performing proposed work. (Examples could include a narrative of when
you could begin work, complete the project, number of workers, etc and any other information which you
believe would enable the governmental unit to consider your bid.)
2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm
who have performed part of the work) that you have used on public works projects during the past five (5)
years along with a brief description of the work done by each subcontractor.
3. If you intend to sublet any portion of the work, state the name and address of each subcontractor,
equipment to be used by the subcontractor, and whether you will require a bond. However, if you are
unable to currently provide a listing, please understand a listing must be provided prior to contract
approval. Until the completion of the proposed project, you are under a continuing obligation to
immediately notify the governmental unit in the event that you subsequently determine that you will use a
subcontractor on the proposed project.
4. What equipment do you have available to use for the proposed project? Any equipment to be used by
subcontractors may also be required to be listed by the governmental unit.
5. Have you entered into contracts or received offers for all materials which substantiate the prices used in
preparing your proposal? If not, please explain the rationale used which would corroborate the prices
listed.
SECTION III CONTRACTOR'S FINANCIAL STATEMENT
Attachment of bidder's financial statement is mandatory . Any bid submitted without said financial
statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to
the governing body awarding the contract must be specific enough in detail so that said governing body can make
a proper determination of the bidder's capability for completing the project if awarded.
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.
Calumet Civil Contractors, Inc.
4898 Fieldstone Drive
Whitestown, IN 46075
Project Name:
Illinois Street Extension #11 -09
Date Submitted:
A.ril 18 2012
Base Bid
Amount:
%3 922 300.00
Alternate Bid #1
Amount:
%275 052.00
Alternate Bid #2
Amount:
$48,265.00
Revised 4/12/2012
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Cannel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Illinois Street Extension City of Carmel Project #11 -09
Proposal For Construction of :
Date: April 18, 2012
Construction of Illinois Street beginning at 800 feet north of
106th Street and continuing north to 116 "' Street including a
roundabout at 111 "' Street. Project also includes the
reconstruction of the roundabout at the intersection of Spring
Mill Road & 116`' Street.
The alternate bid includes the installation of 3,047 lineal feet of
12" ductile iron water main and all necessary fittings, fixtures
and appurtenances along the west side of Illinois Street
To: City of Carmel, Indiana, Board of Public Works and Safety
BID -I
I.1 Bidder Name:
PART 1
BIDDER INFORMATION
(Print)
Calumet Civil Contractors, Inc.
1.2 Bidder Address: Street Address:
4898 Fieldstone Drive
City: Whitestown
State:
Phone: (317) 769 -1900
1.3 Bidder is a /an [mark one]
IN
Fax:
Zip: 46075
(317) 769 -7424
Individual Partnership X Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Cannel,
Indiana, foreign corporations must register with the Secretary 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, 19581
Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
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, total Three Million Nine Hundred
Twenty Two Thousand Three Hundred Dollars ($ 3,922,300.00 ). 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 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.
Alternate Bid #1
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, total Two Hundred Seventy Five
Thousand Fifty Two Dollars ($ 275,052.00 ). 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 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
Alternate Bid #2
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, total Forty Eight Thousand
Two Hundred Sixty Five Dollars ($ 48,265.00 ). 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 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 -3a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
$40,00000
$40,000.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$200,000.00
$200,000.00
3
CLEARING RIGHT OF WAY
LS
1
$80,00000
$80,000.00
4
HOUSES AND BUILDINGS, REMOVE, PARCEL NO 4
LS
1
$8,200.00
$8,200.00
5
EXCAVATION, COMMON
CYS
18,009
$2200
$396,198.00
6
BORROW
CYS
11,262
$0.01
$112.62
7
TEMPORARY EROSION AND SEDIMENT CONTROL, CULVERT PIPE
"OT CTION
EACH
2
$85.00
$170.00
8
TEMPORARY EROSION & SEDIMENT CONTROL ' INLET
PROTECTION
EACH
70
$65.00
$4,550.00
9
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
144
$50.00
$7,200.00
10
TEMPORARY DITCH INLET PROTECTION
EACH
2
S85.00
$170.00
mTEMPORARY
MULCHING
TON
12
$450.00
$5,400.00
12
TEMPORARY SILT FENCE
LET
6,163
$1.15
$7,087.45
13
NO 2 STONE
TON
200
$15.00
$3,000.00
14
SUBGRADE TREATMENT, TYPE IIIA
SYS
1,329
58.50
$11,296.50
15
SUBGRADE TREATMENT, TYPE IC
SYS
11,307
$14.00
$158,298.00
16
STRUCTURAL BACKFILL
CYS
4,184
$15.00
$62,760.00
17
CHEMICAL MODIFICATION, SOILS
SYS
30,582
$4.60
$140,677.20
18
COMPACTED AGGREGATE, NO. 53, BASE
TON
861
$25.00
$21,525.00
19
COARSE AGGREGATE, 8
TON
12
$32.00
$384.00
20
COMPACTED AGGREGATE, NO. 53
TON
244
$25.00
$6,100.00
21
MILLING, ASPHALT, 1 1/2 IN
SYS
3,034
$1.80
S5,461.20
22
HMA SURFACE, TYPE A
TON
104
$93.00
$9,672.00
23
HMA SURFACE, TYPE C
TON
2,937
$7400
$217,338.00
24
HMA INTERMEDIATE, TYPE A
TON
311
$70.00
$21,770.00
25
HMA INTERMEDIATE, TYPE C
TON
4,508
$58.00
S261,464.00
26
HMA BASE, TYPE C
TON
13,227
$53.00
$701,031.00
27
HMA, TYPE C, INTERMEDIATE, OG 19.0MM
TON
4,116
$55.00
$226,380.00
28
ASPHALT FOR TACK COAT
TON
28
$100.00
$2,800.00
29
DECORATIVE CONCRETE PAVEMENT, TRUCK APRON
SYS
260
$97.00
$25,220.00
30
DECORATIVE CONCRETE, 4 IN.
SYS
92
$55.00
$5,060.00
31
CURB RAMP, CONCRETE, C
SYS
111
$125.00
513,87500
32
CURB RAMP, CONCRETE, G
SYS
29
$135.00
$3,915.00
33
CURB RAMP, CONCRETE, L
SYS
125
$132.00
$16,500.00
34
CURB, MODIFIED, ROLL
LFT
635
$15 00
$9,525.00
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11-09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
35
CURB, CONCRETE, STRAIGHT
LFT
560
$15.50
$8,680.00
36
CURB AND GUTTER, TYPE II
LFT
10,583
S12.50
$132,287.50
37
CURB AND GUTTER, TYPE III
LFT
9,453
512.75
$120,525.75
38
CURB AND GUTTER TURNOUT CONCRETE
LFT
14
55300
5742.00
39
HMA FOR APPROACHES, TYPE B
TON
264
S85.00
$22,440.00
40
MAILBOX ASSEMBLY, SINGLE
EACH
2
S150.00
5300.00
®
GEOTEXTILES
SYS
226
S3.25
S734.50
42
RIPRAP, REVETMENT
TON
86
540.00
$3,440.00
43
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
4
S300.00
51,200.00
44
FERTILIZER
TON
2
51,05000
S2,100.00
45
SEED MIXTURE, U
LBS
849
S5.50
$4,669.50
46
SEED MIXTURE, T
LBS
673
S3.05
$2,052.65
47
MULCHING MATERIAL
TON
10
5370.00
S3,700.00
48
WATER
kGAL
28
$1.00
$28.00
49
TOPSOIL
CYS
2,222
50.02
544.44
50
SODDING, NURSERY
SYS
7,570
$3.08
$23,315.60
51
FIELD OFFICE. C
MOS
18
S2,000.00
$36,000.00
52
PIPE END SECTION, PRECAST CONCRETE. 12 IN
EACH
17
5645.00
$10,965.00
53
PIPE END SECTION, PRECAST CONCRETE. 36 IN.
EACH
2
51,110.00
52,220.00
54
PIPE, TYPE 4, CIRCULAR, 6 IN
LFT
8,918
52.95
$26,308.10
55
VIDEO INSPECTION FOR PIPE
LFT
5,851
$1.25
57,313.75
56
PIPE, REINFORCED CONCRETE, 12 IN.
LFT
3,157
526.00
$82,082.00
57
PIPE, REINFORCED CONCRETE, 15 IN.
LFT
371
S29.00
$10,759.00
58
PIPE, REINFORCED CONCRETE, 18 IN.
LFT
113
$31.00
$3,503.00
59
PIPE, REINFORCED CONCRETE, 24 IN.
LET
423
$36.00
$15,228.00
60
PIPE, REINFORCED CONCRETE, 30 IN.
LFT
668
S45.00
$30,060.00
61
PIPE, REINFORCED CONCRETE. 36 IN.
LFT
1,119
S60.00
567,140.00
62
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
51.00
$3,000.00
63
AGGREGATE FOR UNDERDRAINS
CYS
833
S3600
$29,988.00
64
GEOTEXTILES FOR UNDERDRAIN
SYS
9,690
S1.20
$11,628.00
65
MANHOLE, J10
EACH
1
$2,900.00
52,900.00
66
CASTING ADJUST TO GRADE
EACH
4
5450.00
51.800.00
67
INLET, F7
EACH
1
S1,450.00
51,450.00
68
INLET, J10
EACH
26
51.800.00
546,800.00
69
INLET, M10
EACH
8
51750.00
514,00000
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
70
CATCH BASIN, MO
EACH
35
5 2.32500
581,375.00
71
MANHOLE, C4
EACH
10
52,22000
522,200.00
72
MANHOLE, C2
EACH
1
$2,350.00
52,350 00
73
MANHOLE, J4
EACH
13
52,580.00
S33.540.00
74
CONSTRUCTION SIGN, C
EACH
10
5238.00
S2,380.00
75
ROAD CLOSURE SIGN ASSEMBLY
EACH
13
S141.00
51,833.00
76
DETOUR ROUTE MARKER ASSEMBLY
EACH
46
S81.00
$3,726.00
77
CONSTRUCTION SIGN, A
EACH
20
S164.00
$3,280.00
78
MAINTAINING TRAFFIC
LS
1
S77,525.32
$77,525.32
79
BARRICADE, III -A
LET
204
513.00
52,652.00
80
BARRICADE, III -B
LET
144
515.00
$2,160.00
81
SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE
LET
681
512.00
$8,172.00
82
SIGN, SHEET, RELOCATE
EACH
23
S125.00
S2,875.00
83
SIGN, SHEET, WITH LEGEND 0.080' THICKNESS
SET
196
$1200
S2,352.00
84
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
SET
96
$14.00
S1,344.00
85
IRRIGATION CONDUIT, PVC, 4 IN.
LET
500
S25.00
$12,500.00
86
DECORATIVE STREET LIGHTING, WIRING AND INSTALLATION
EACH
8
$8,85000
$70,800.00
87
LIGHTING POWER DISTRIBUTION PANEL
EACH
2
$2,100.00
$4,200.00
88
HANDHOLE
EACH
16
$925.00
$14,800.00
89
DECORATIVE STREET SIGN ASSEMBLY
EACH
8
S750.00
$6,000.00
90
CABLE INTERDUCT
LET
6,031
S12.50
575,38750
91
HANDHOLE, LIGHTING
EACH
8
$925.00
$7,400.00
92
CONDUIT, STEEL, GALVANIZED, 2 IN
LET
508
S10.50
$5,334.00
93
WIRE N4 COPPER IN PLASTIC DUCT IN TRENCH 4, 1/C
LA"
1,415
510.50
$14,857.50
94
TRANSVERSE MARKING THERMOPLASTIC CROSSWALK, WHITE 24'
LET
720
S4.95
53,564.00
95
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
LFF
1.820
$078
$1,419.60
96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
LET
4,178
$0.47
51 96366
97
LINE THERMOPLASTIC, SOLID, WHITE, 6IN
LFT
606
S1.27
5769.62
98
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.
LET
11,380
$0.46
55,234.80
99
TRANSVERSE MARKING, THERMOPLASTIC, SOLID, YELLOW,
.ROSSHATCH I 1 "
LET
633
5245
$1,550.85
100
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, 6'
LET
426
S1.27
$541 02
101
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE INDICATION
ARROW
EACH
11
$91.00
$1,001.00
102
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
18
5100.00
51,800.00
103
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, FISHHOOK LANE
INDI.•T•N • • ••
EACH
24
$14800
53,552.00
BID -4a
ITEMIZED BID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
104
TRANSVERSE MARKING, THERMOPLASTIC, 'SHARKS TEETH'
LFT
232
$13.00
$3,016.00
105
LINE, THERMOPLASTIC, BROKEN, WHITE, 121N., 3FT STRIPE - 3FT GAP
LFT
517
54.00
52,068.00
106
LINE, THERMOPLASTIC, BROKEN, WHITE, 61N., 3FT STRIPE - 3FT GAP
LFT
311
51_87
5581.57
107
EROSION CONTROL BLANKET
SYS
6,835
51.08
$7,381.80
108
PIPE, SANITARY SEWER, 10"
LFE
134
27
$3,618.00
109
SANITARY MANHOLE
EACH
2
3,500
57,000.00
110
B BORROW
CYS
278
15
$4,170.00
111
FIRE HYDRANT, RELOCATE
EACH
4
1,850
$7,400.00
112
VALVE BOX, ADJUST TO GRADE
EACH
6
450
$2,700.00
113
PIPE END SECTION, PRECAST CONCRETE, 15 IN
EACH
2
690
51380.00
TOTAL PROJECT: $3,922,300.00
SUBMITTED BY:
Calumet Civil Contractors, Inc.
SIGNATURE: / /�N
TITLLE /President
ADORNS 4898 Fieldstone Dr.
131D -4a
Whitestown, IN 46075
ITEMIZED BID
CARMEL PROJECT NO. 11-09
DESCRIPTION: Illinois Street Extension
9/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
CONSTRUCTION ENGINEERING
LS
1
51,000.00
$1,000.00
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$33,000.00
$33,000.00
3
WATER MAIN, DUCTILE IRON, 12 IN
LET
3,047
$44.00
5134,068.00
4
$0.00
$0.00
5
WATER MAIN, DUCTILE IRON, 8IN
LET
5
$43.00
$215.00
6
TAPPING SLEEVE WITH VALVE
EACH
2
$6,500.00
$13,000.00
7
12' WATER MAIN TEE
EACH
3
$1,300.00
$3,900.00
8
$0.00
30.00
9
12'x12'x8' WATER MAIN TEE
EACH
1
$1,200.00
$1,200.00
10
12'x12'x6' WATER MAIN TEE
EACH
5
$1,000.00
$5,000.00
GATE VALVE, 12'
EACH
4
$2,800.00
$11,200.00
12
B BORROW
CYS
987
515.00
$14,805.00
13
COARSE AGGREGATE, NO 8
TONS
179
$16.00
32,864.00
14
FIRE HYDRANT ASSEMBLY
EACH
7
$5,000.00
$35,000.00
15
$0.00
$0.00
16
_-
$0.00
$0.00
17
45` BEND, 12'
EACH
10
$750.00
$7,500.00
18
11.25' BEND, 12'
EACH
9
3700.00
$6,300.00
19
STREET CUT REPAIR
SYS
8
$200.00
$1,600.00
20
ASPHALT PATH REPAIR
SYS
11
$400.00
$4,400.00
TOTAL ALTERNATE BID #1: $275,052.00
SUBMITTED BY: Calu Civil Contractors, Inc.
SIGNATURE: /�i/1� Q �✓' ^�
TITLE President
ADDRESS: 4898 Filedslone Drive.
Whitestown, IN 46075
BID -4a
ITEMIZED RID
CARMEL PROJECT NO. 11 -09
DESCRIPTION: Illinois Street Extension Alternate Bid #2
4/18/2012
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
COMPACTED AGGREGATE, NO. 53, BASE
TON
609
525.00
515,225.00
2
HMA SURFACE, TYPE A
TON
115
$86.00
59,090.00
3
HMA INTERMEDIATE, TYPE A
TON
350
S66.00
523,100.00
4
ASPHALT FOR TACK COAT
TON
0.5
5100.00
S50.00
TOTAL ALTERNATE BID #2: $48,265.00
SUBMITTED BY:
SIGNATURE:
TITLE:
ADDRESS:
BID -4a
Calumet Civil Contractors, Inc.
resident
4898 Fieldstone Dr
Whilestown, IN, 46075
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
One April 12, 2012
BID -5
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall filly state each exception taken to the Specifications or other Contract
Documents in Section 5.3 ()Phis Part.
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:
None
BID -6