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HomeMy WebLinkAbout2012-03-12 12-114 ORDERCOUNCIL ACTION
Date: March 12, 2012 Item No. 12 114
Item/Subject: Order, Authorizing Bid Award in the Amount of $5,084,036.78 to Sargent
Corporation for Reconstaacfion of General Aviation Apron - Phase 1
Responsible Department: Airport
Commentary:
On February 22, 2012 the City received three (3) bids for the reconstruction of the General
Aviation Apron - Phase I. The prices ranged from $5,084,036.78 to 6,970,393 (see attached bid
tabulation).
Jacobs, the Airport's engineering consultant and City staff have reviewed all bids received and
recommend the contract be awarded to Sargent Corporation, the low Bidder.
On March 5, 2012, the Finance Committee unanimously approved staff recommendation to
award the bid to Sargent Corporation in the amount of $5,084,036.78.
The contract award recommendation must be reviewed and approved by the City Council as it is
over $100,000.
Manager's Comments:
Associated Information:
Order, Bid Tabulation
Budget Approval:
Legal Approval:
Introduced for
X Passage
First Reading
Referral
Department Head
/ I 1 , MIN ,
City-k—anager
Finance Director
City Solicitor
Page _ of _
Assigned to Councilor - Longo
GI~TY OF BANGOR
(TITLE.) Order, Authorizing Bid Award in the Amount of $5,0841,036.78 to Sargent
Corporation for Reconstruction of General Aviation Apron - Phase 1
6y tfre Oty Council of ffie Oty ofBangor.-
12 114
March 12,2012
ORDERED, THAT Deborah Cyr, Finance Director is hereby authorized to issue a contract to Sargent
Corporation for the reconstruction of the General Aviation Apron in the amount of $5,084,036.78
IN CITY COUNCIL
MARCH 12, 2012
MOTION MADE AND SECONDED FOR PASSAGE
PASSED
ORDER
CmLE,)AUTHORIZING BID AWARD IN THE AMOUNT OF 5,084,036.78
TO SARGENT CORPORATION FOR RECONSTRUCTION OF
Assigned to Councilor-
12 114
City of Bangor
Bid Tabulation: Reconstruct General Aviation Apron - Phase 2
Bid Opening: 02/22/12
Page 1
^�� �•�
Sargent Corporation
Stillwater ME
Lane Construction
CheshireCT
Pike Industries
Fairfield ME
Item Description
M-001-1 IlMobilization - Base Bid
M-001-6 As -Build Plans
M-001-7 IPurchase Construction Barricades, Li hts & Fla s
M-002-1 Contractor's Safety Plan Compliance Document
M-003-1 IBiturninous Concrete Sawed Control Joint
M-004-1 lContaminated Soil Removal and Replacement
M-005-1 lVariable Depth Milling
M-006-1 I Bituminous Concrete Crack Rem ir Type A
M-006-2 I Bituminous Concrete Crack Repair Type 8
M-006-3 Bituminous Concrete Crack Repair Type C
M-008-1 Aircraft Tie Down
M-009-1 Bollards
M-010-1 Clean Pie
M-010-2 Video Pie
P-152-2 Rock Excavation
P-152-3 Structure Removal
Qty. Unit
1 LS
1 FLS
1 LS
1 LS
5,350 LFLS
101 CY
68,3501 SY
6,5001 LF
17,0001 LF
450 LF
96 EA
4 EA
850 LF
850 LF
10 CY
7 EA
Unit
Price
105 000.00
3,000.00
20,000.00
2,000.00
2.59
275.00
1.75
0.75
1.76
2.42
654.50
800.00
4.95
2.48
175.00
325.00
Total
Price
105 000.00
3000.00
20 000.00
2,000.00
13 856.50
2,750.00
119 612.50
4,875.00
29 920.00
1,089.00
62832.00
3,200.00
4,207.50
2,108.00
1,750.00
2,275.00
Unit
Price
100 000.00
3,000.00
51 400.00
15 000.00
5.00
50.00
1.75
0.85
2.15
12.00
95.00
850.00
1.85
1.95
50.00
600.00
Total
Price
100 000.00
3,000.00
51 400.00
15 000.00
26 750.00
500.00
119 612.50
5,525.00
36 550.00
5,400.00
9120.00
3,400.00
1,572.50
1,657.50
500.00
4,200.00
Unit
Price
150 000.00
3,000.00
10,500.00
6,500.00
3.50
350.00
3.10
1.50
3.00
4.50
950.00
1,200.00
2.15
1.90
160.00
5,000.00
Total
Price
150 000.00
3,000.00
10 500.00
6,500.00
18 725.00
3,500.00
211 885.00
9,750.00
51 000.00
2,025.00
91200.00
4 800.00
1,827.50
1,615.00
1,600.00
35 000.00
P-152-4 Remove Existing Aircraft Tie -Down
931
EA
150.00
13 950.00
90.00
8,370.00
1,000.00
93 000.00
P-152-5 Remove Existing Drain Pie
1,240
LS
24.00
29 760.00
18.00
22 320.00
40.00
49 600.00
P-152-6 lRemove Existing Under Drain Pie
140
LS
18.00
2,520.00
18.00
2,520.00
27.00
3,780.00
P-152-7 lRemove Existing Foundation
1
IS
45 000.00
45 000.00
20 000.00 1
20 000.00
55 000.00
55 000.00
P-152-8 lUtility Investigation Excavation
1
AL
10 000.00
10 000.00
10 000.00 1
10 000.00
10 000.00
10 000.00
P-153-1 lControlled Low Strength Material CLSM
10
CY
100.00
1,000.00
90.00 1
900.00
150.00
1,500.00
P-154-1 ISubbase Course
1,230
CY
24.00
29 520.00
45.00
55 350.00
36.00
44 280.00
P-156-1 lInlet Protection
17
EA
150.00
2,550.00
175.00
2,975.00
1,000.00
17 000.00
P-156-3 IMaine Construction General Permit App. & Monitor
1
LS
10 000.00
10 000.00
5,000.00
5,000.00
3,000.00
3,000.00
P-209-1 lCrushed 89ciregate Base Course
225
CY
36.00
8,100.00
70.00
15 750.00
70.00
15 750.00
P-401-1 IBiturninous Concrete Pavement Top Course
6 750 TON
85.80
579 150.00
78.00
526 500.00
118.00
796 500.00
P-403-1 IBituminous Concrete Pavement Leveling & Base
8,85 TON
81.40
720 390.00
74.00
654 900.00
100.00 1
885 000.00
P-603-1 Bituminous Tack Coat
12,000 GAL
3.96
47 520.00
3.60
43 200.00
3.00 1
36 000.00
P-620-1 Permanent Paint Markings
22,000
SF
0.88
19 360.00
0.85
18 700.00
1.00
22 000.00
P-620-2 Temporary Paint Markings
14,5001
SF
0.77
11 165.00
0.75
10 875.00
1.00
14 500.00
P-620-3 Paint Marking Removal
7,0001
SF
0.94
6,580.00
0.90
6,300.00
1.00
7,000.00
P-631-1 Refined Coal Tar Emulsion w Additives for Slurry Coat
62,00
SY
1.05
65 100.00
1.25
77 500.00
1.30
80 600.00
D-705-1 Under Drain
860
LF
28.00
24 080.00
30.00
25 800.00
30.00
25 800.00
D-705-2 Under Drain Cleanout
2
EA
1,200.00
2,400.00
315.00
630.00
1,350.00
2,700.00
D-751-6 Adjust Existing Structure to Grade
4
EA
1,000.00
4,000.00
300.00
1,200.00
640.00
2,560.00
E-100-1 lNew Hiah Mast Light and Pole #1
1
LS
80 000.00
80 000.00
100 000.00
100 000.00
125 000.00
125 000.00
E-100-2 New High Mast Light and Pole #2
1
LS
80 000.00
80 000.00
100 000.00
100 000.00
125 000.00
125 000.00
E-100-3 New High Mast Light Fixtures
1
LS
10 000.00
10 000.00
20 000.00
20 000.00
20 000.00
20 000.00
E-100-4 Work by Bangor Hydro
1
AL
5,000.00
5,000.00
5,000.00
5,000.00
5,000.00
5,000.00
E-104-1 2: One Way PVC Duct Concrete Encased
160
LF
4.50
720.00
6.00
960.00
6.00
960.00
E-104-2 2 1/2" One Way PVC Duct Unencased
220
LF
5.00
1,100.00
7.00
1,540.00
7.00
1,540.00
E-104-3 2 1/2" One Way PVC Duct Concrete Encased
440
LF
6.00
2,640.00
8.00 1
3,520.00
8.00
3,520.00
E-104-4 1 1/2" One Way pace Duct Unencased
120
LF
3.00
360.00
4.00
480.00
4.50
540.00
E-104-5 11 1/2" One Way PVC Duct Concrete Encased
55
LF
4.00
220.00
5.00
275.00
5.50
302.50
E-105-1 1/C #4/0 G600V Cable
2,650
LF
5.00
13 250.00
7.00
18 550.00
7.00
18 550.00
E-105-2 1 C #1AWG 600V Cable
6501
LF
2.50
1,625.00
3.00
1,950.00
3.50
2,275.00
E-105-3 1/C #4AWG 600V Cable
700
LF
1.50
1,050.00
2.00
1,400.00
2.00
1,400.00
E-105-5 1/C #8AWG 600V Cable
175
LF
1.00
175.00
1.15
201.25
1.20
210.00
Total Base Bid:
2,206,760.50
2 146 853.75
3,072,795.00
Additive Alternate No. 1
M-002-1 Mobilization - Alternate No. 1
1
LS
56 800.00
56 800.00
65 000.00
65,000.00
72,000.00
72,000.00
M-003-1 I Bituminous Concrete Sawed Control Joint
2,700
LF
2.59
6,993.00
5.00
13,500.00
3.50
9,450.00
M-003-2 JPCC Pavement Sawed Control Joint
1,700
LF
3.58
6,086.00
15.00
25,500.00
6.00
10,200.00
M-004-1 lContaminated Soil Removal and Replacement
101
CY
275.00
2,750.00
50.00
500.00
250.00
2,500.00
W0074 Rapid Draining Material
2,750
CY
42.00
115 500.00
70.00
192,500.00
75.00
206 250.00
P-152-1 Unclassified Excavation
15,175
CY
10.00
151 750.00
7.25
110 018.75
16.00
242 800.00
P-152-2 Rock Excavation
10
CY
175.00
1,750.00
38.00
380.00
150.00 1
1,500.00
P-152-3 Structure Removal
1
EA
325.00
325.00
600.00
600.00
4,000.00
4,000.00
P-152-5 Remove Existing Drain Pipe
290
LF
24.00
6,960.00
18.00
5,220.00
40.00
11 600.00
P-152-6 Remove Existing Under Drain Pipe
395
LF
18.00
7,110.00
18.00
. 7,110.00
31.00
12 245.00
P-153-1 Controlled Low Strength Material CLSM
10
CY
100.00
1,000.00
90.00
900.00
150.00
1,500.00
P-154-1 ISubbase Course
7,8001
CY
24.00
187 200.00
45.00
351 000.00
34.00
265 200.00
P-209-1 lCrushed Aggregate Base Course
3,035
CY
36.00
109,260.00
70.00 1
212 450.00
50.00
151 750.00
P-401-1 Bituminous Concrete Pavement Top Course
1,280 TON
85.80
109 824.00
78.00
99 840.00
115.00
147 200.00
P-403-1 Bituminous Concrete Pavement Leveling & Base Course
1,915 TON
81.40
155,881.00
74.00
141710.00
100.00
191 500.00
P-501-1 Portland Cement concrete Pavement
1,800
SY
120.00
216 000.00
99.00
178 200.00
32.00
57 600.00
P-603-1 Bituminous Tack Coat
1,120
Gal
3.96
4,435.20
3.60
4,032.00
3.00
3,360.00
P-620-1 Permanent Paint Markings
1,900
SF
0.88
1,672.00
0.85
1,615.00
1.00
1,900.00
P-620-2 Temporary Paint Markings
700
SF
0.77
539.00
0.75
525.00
1.00
700.00
P-631-1 Refined Coal Tar Emulsion w/Additives for Slurry Coat 111
750
SY
1.05
12 337.50
1.25
14 687.50
1.30
15 275.00
D-705-1 Under Drain
1,300
LF
28.00
36,400.00
30.00
39 000.00
27.00
35,100.00
D-705-2 Under Drain Cleanout
3
EA
1,200.00
3 600.00
315.00
945.00
1 500.00
4500.00
Total Alternate No. 1
1 194,172.70
1,465,233.2S
1 130.00
1.2 144
Pae 2
Additive Alternate No. 2
M-001-3 IMobilization - Alternate No. 2
M-003-1 Bituminous Concrete Sawed Control Joint
M-003-2 PCC Pavement Sawed Control Joint
M-004-1 Contaminated Soil Removal and Replacement
M-007-1 Rapid DrainingMaterial
P-152-1 Unclassified Excavation
P-152-2 Rock Excavation
P-152-3 Structure Removal
P-152-5 Remove Existing Drain Pipe
P-152-6 lRemove Existing Under Drain Pipe
P-153-1 lControlled Low Strength Material CLSM
1
3 500
125
10
1,300
6 725
951
11
1701
1,080
250
dLF
CY
CY
CY
CY
EA
LF
LF
CY
52,400.00
2.59
3.58
275.00
42.00
10.00
175.00
325.00
24.00
18.00
100.00
4110
9,065.00
447.50
2,750.00
54 600.00
67,250.00
16,625.00
325.00
4,080.00
19 440.00
25 000.00
30 000.00
5.00
15.00
50.00
70.00
7.25
38.00
600.00
12.00
12.00
90.00
30,000.00
17,500.00
1,875.00
500.00
91 000.00
48 756.25
3,610.00
600.00
2,040.00
12 960.00
22 500.00
76 000.00
3.50
12.00
250.00
80.00
11.00
275.00
4,000.00
40.00
32.00
150.00
76 000.00
12250.00
1,500.00
2,500.00
104,000.00
73 975.00
26 125.00
4,000.00
6,800.00
34 560.00
37 500.00
P-154-1 ISubbase Course
P-209-1 lCrushed Aggregate Base Course
P-401-1 Bituminous Concrete Pavement Too Course
3,600 CY
1,450 CY
680 TON
24.00
36.00
85.80
86 400.00
52 200.00
58 344.00
45.00
70.00
78.00
162 000.00
101 500.00
53 040.00
40.00
58.00
120.00
144 000.00
84,100.00
81600.00
P-403-1 Bituminous Concrete Pavement Leveling & Base Course
P-603-1 Bituminous Tack Coat
1,030 TON
635 GAL
81.40
4.40
83,842.00
2,794.00
74.00
4.00
76 220.00
2,540.00
115.00
3.00
118,450.00
1,905.00
P-620-1 Permanent Paint Marking
P-620-2 Temporary Paint Marking
1,9001
8501
SF
SF
0.88
0.77 1
1,672.00
654.50
0.85
0.75
1,615.00
637.50
1.00
1.00
1,900.00
850.00
P-631-1 Refined Coal Tar Emulsion w/Additives for Slu Coat
D-701-3 24" Reinforced Concrete Pi Class V
5,900
250
SY
LF
1.05
100.00
6,195.00
25,000.00
1.25
55.00
7,375.00
13,750.00
1.50
75.00
8,850.00
18 750.00
D-701-4 36" Reinforced Concrete Pipe Class IV
260
LF
120.00
31 200.00
65.00
16 900.00
145.00
37 700.00
D-701-5 42" Reinforced Concrete Pipe Class III
185
LF
150.00
27 750.00
75.00
13 875.00
155.00
28 675.00
D-701-6 48" Reinforced Concrete Pipe Class III
35
LF
175.00
6,125.00
125.00
4,375.00
205.00
7,175.00
D-701-8 14" Ductile Iron Pipe
80
LF
140.00
11 200.00
110.00
8,800.()0
260.00
20 800.00
D-701-9 14" Flap Valve
7
EA
2,500.00
17,500.00
3,200.00
22 400.00
4,700.00
32 900.00
D-705-1 Under Drain
8501
LF
28.00
23 800.00
30.00
2S,500.00
35.00
29 750.00
D-705-2 Under Drain Cleanout
21
EA
1,200.00
2,400.00
500.00
1,000.00
1,600.00
3,200.00
D-751-2 6 Ft. Diameter Manhole
21
EA
10 000.00
20 000.00
7,500.00
15,000.00
8,000.00
16 000.00
D-751-3 8 Ft. Diameter Manhole
4
EA
18 000.00
72 000.00
14 000.00
56,000.00
16 000.00
64 000.00
13-751-5 Oil/Water Separator
1
EA
10 000.00 1
10 000.00
15 000.00
15 000.00
9,000.00
9,000.00
D-751-6 lAdjust Existing Structure to Grade
1
EA
1,000.00
1,000.00
300.00
300.00
475.00
475.00
D -751A-1 Trench Drain
815
TF
280.00
228 200.00
325.00 1
264 875.00
540.00
440 100.00
E-104-5 1 1/2" One Way PVC Dust Concrete Encased
120
LF
4.00
480,00
5.00
600.00
5.50
660.00
E-104-7 1/C #8 AWG. 5000V Cable
1,100
LF
1.00
1,100.00
1.00
1,100.00
1.30
1430.00
E-110-1 Light Base
5
EA
2,000.00
10 000.00
2,500.00
12,500.00
3,000.00
15,0D0.00
Total Alternate No. 21
1
1,031,839.00
1,108,243.75
146 5 0.00
Additive Alternate No. 3
M-001-4 IMobilization Alternate No. 3
11
LS
17 800.00
17 800.00
15,000.00
15 000.00
27 000.00
27 000.00
M-003-1 Bituminous Concrete Sawed Control Joint
1,3501
LF
2.59 1
3,496.50
5.00
6,750.00
6.50
8,775.00
M-004-1 Contaminated Soil Removal and Replacement
10
CY
275.00
2,750.00
50.00
500.00
250.00
2,500.00
P-152-1 Unclassified Excavation
4,675
CY
10.00
46,750.00
7.25
33 893.75
13.50
63,112.50
P-152-2 Rock Excavation
10
CY
175.00
1,750.00
38.00
380.00
180.00
1,800.00
P-152-3 Structural Removal
1
EA
325.00
325.00
600.00
600.00
4,000.00
4,000.00
P-152-5 Remove Existing Drain Pipe
75
LF
24.00
1,800.00
12.00
900.00
50.00
3,750.00
P-152-6 Remove Existing Under Drain
75
LF
18.00
1,350.00
12.00
900.00
42.00
3,150.00
P-153-1 Controlled Low Strength Material CLSM
10
CY
100.00
1,000.00
90.00
900.00
150.00
1,500.00
P-154-1 Subbase Course
3,2001
CY
24.00
76,800.00
35.00
112 000.00
45.00
144 000.00
P-156-1 Inlet Protection
1
EA
150.00
150.00
240.00
240.00
250.00
250.00
P-156-2 Silt Fence
1,150
LF
5.00
5,750.00
3.50
4,025.00
3.00
3,450.00
P-209-1 Crushed Aggregate Base Course
1,000
CY
36.00
36 000.00
70.00
70 000.00
55.00
55 000.00
P-403-1 Bituminous Concrete Pavement Leveling & Base Course
765 TON
81.40
62 271.00
74.00
56,610.00
110.00
84 150.00
P-620-1 Permanent Paint Markings
1,250
SF
0.88
1,100.00
0.85
1,062.50
1.00
1,250.00
P-631-1 lRefined Coal Tar Emulsion w/Additives for Slurry Coat
4,030
SY
1.05
4,231.50
1.25
5,037.50
1.30
5,239.00
D-701-1 18" Reinforced Concrete Pipe Class III
215
LF
80.00
17 200.00
50.00
10 750.00
67.00
14 405.00
D-701-2 24" Reinforced Concrete Pipe Class III
235
LF
100.00
23 500.00
65.00
15,275.00
78.00
18,330.00
D-701-8 14" Ductile Iron Pipe
30
LF
140.00
4,200.00
110.00
3,300.00
260.00
7,800.00
D-705-1 jUnder Drain
675
LF
28.00
18,900.00
25.00
16,875.00
35.00
23,625.00
D-705-2 jUnder Drain Cleanout
2
EA
1,200.00
2,400.00
300.00
600.00
1,700.00
3,400.00
D-751-2 16 ft. Diameter Manhole
1
EA
10 000.00
10 000.00
8,000.00
8,000.00
11 000.00
11000.00
D-751-4 16 ft. Diameter Catch Basin
1
EA
9,000.00
9,000.00
8,000.00
8,000.00
11000.00
11000.00
D-751-5 Oil/Water Separator
1
EA
10 000.00
10 000.00
15 000.00
15 000.00
8,300.00
8,300.00
D-751-7 14 ft. Diameter Catch Basin
11
EA
7,000.00
7,000.00
6,000.00
6,000.00
8,500.00
8,500.00
E-104-1 2" One Way PVC Dud Concrete Encased
LF
4.50
45.00
6.00
60.00
6.50
65.00
E-105-7 1/C #8 AWG 5000V Cable
LF
1.00
285.00
1.00
285.00
3.00
855.00
E-110-1 Light Base
EA
2,000.00
4,000.00
2,500.00
5,000.00
3000.00
6,000.00
T-905-1 To it
4415
SY
3.00
6,000.00
4.25
8,500.00
12.00
24 000.00
Total Alternate No. 3
375,854.00
406,443.7S
546 206.50
Additive Alternate No. 4
M-001-5 Mobilization - Alternate No. 4
LS
13 800.00
13 800.00
10 000.00
10,000.00
17 000.00
17 000.00
M-003-1 Bituminous Concrete Sawed Control Joint
LF
2.59
1,074.85
5.00
2,075.00
12.00
4,980.00
M-004-1 Contaminated Soil Removal and Replacement
101
CY
275.00
2,750.00
50.00
500.00
250.00
2,500.00
M-009-1 Bollards
10
EA
800.00
8,000.00
850.00
8,500.00
1,200.00
12 000.00
M-009-2 Wheel Stops
4
EA
150.00
600.00
195.00
780.00
300.00
1,200.00
M-009-3 Skins
20
SF
24.00
480.00
50.00
1,000.00
50.00
1,000.00
P-152-1 Unclassified Excavation
1,700
CY
10.00
17 000.00
7.25
12,325.00
13.00
22,100.00
P-152-2 Rock Excavation
10
CY
175.00
1,750.00
38.00
380.00
180.00
1800.00
P-152-3 Structural Removal
1
EA
325.00
325.00
600.00
600.00
1300.00
1,300.00
P-152-5 Remove ExistingDrain Pi
80
LF
24.00
1,920.00
12.00
960.00
40.00
3,200.00
P-153-1 Controlled Low Strength Material CLSM
10
CY
100.00
1,000.00
90.00
900.00
150.00
1,500.00
P-154-1 Subbase Course
1,2
CY
24.00
28 800.00
45.00
54 000.00
45.00
54,000.00
P-209-1 Crushed Aggregate Base Course
335
CY
36.00
12,060.0
70.00
23,450.00
55.00 1
18 425.00
12 114
Pae 3
Additive Alternate No. 4 cont.
P-403-1 Bituminous Concrete Pavement Leveling & Base Course
P-603-1 Bituminous Tack Coat
P-620-1 Permanent Paint Markinas
370 TON
145 GAL
385 SF
81.40
13.20
0.88
30 118.00
1,914.00
338.80
74.00
12.00
0.85
27,380.00
1,740.00
327.25
136.00
3.00
1.00
50 320.00
435.00
385.00
P-620-2 Temporary Paint Markings
385
SF
0.77
296.45
0.75
288.75
1.00
385.00
P-631-1 Refined Coal Tar Emulsion w/Additives for Slur Coat
2,450
SY
1.05
2,572.50
1.25
3,062.50
1.30
3 185.00
D-701-1 18" Reinforced Concrete Pipe Class III
85
LF
80.00 1
6,800.00
45.00
3,825.00
58.00
4,930M
D-701-7 10" Ductile Iron Pipe
130
LF
120.00
15 600.00
7.50
975.00
215.00
27 950.00
D-701-10 10" Oil Stop Valve
D-705-1 Under Drain
2
2201
EA
LF
7,000.00
28.00
14,000,00
6,160.00
8,000.00
30.00
16,000.00
6,600.00
5,000.00
35.00
10 000.00
7,700.00
D-705-2 Under Drain Cleanout
D-751-1 4 ft Diameter Manhole
2
1
EA
EA
1,200.00
7000.00
2400.00
7,000.00
300.00
6,000.00
600.00
6,000M
2,000.00
8,500.00
4,000.00
8,500.00
D-751-2 6 ft Diameter Manhole
D-751-5 Oil/Water Separator
2
1
EA
EA
10 000.00
10 000.00
20,000.00
10 000.00
9,000.00
16 000.00
18,000M00
16,000M
10 000.00
8,300.00
20,000.00
8,300.00
D-751-7 14 R. Diameter Catch Basin
2
EA
6000.00
12 000.00
6,500.00
13,000M
8,500M
17,000M
F-162-1 lChain Link Fence
445
LF
85.80
38,181.00
58.00
25,810.00
57.00
25 365.00
F-162-2 lChain Link Vehicle Gate
F-162-3 lChain Link Pedestrian Gate
2
21
EA
EA
2,750.00
687.50 1
5,500.00
1,375.00
1,800.00
1,200.00
3,600M
2,400.00
1800.00
1,200M
3,600.00
2,400.00
E-1044 11/2" One Way PVC Duct Unencased
135
LF
3.00
405.00
4.00
540.00
4.50
607.50
E-104-5 1 1/2" One Way PVC Duct Encased
190
LF
4.00
760.00
5.00
950.00
5.50
1,045M
E-105-2 1/C #1 AWG 600V Cable
500
LF
2.50
1,250.00
3.00
1,500.00
3.40
1700.00
E-105-3 1/C #4 AWG, 600V Cable
1,400
LF
1.50
2,100.00
2.00
2,800.00
2.00
2,800.00
E-105-5 1/C #8 AWG, 600V Cable
130
LF m
1.00
130.00
1.00
130.00
1.30
169.00
E-106-1 Outdoor Receptacle Assembly No. 1
1
LS
1,500.00
1,500.00
1,700.00
1700.00
1800.00
1,800M00
E-106-2 Outdoor R tacle Assembly No. 2
1
M
LS
1,500.00
1,500.00
1,700.00
1700.00
1,800.00
1,800.00
E-107-1 IPanel Board Installation
1
LS
7,000.00
7,000.00
7,500.00
7,500.00
7,800.00
7,800.00
T-905-1 Topsoil
300
SY
3.00
900.00
4.25
1,275.00
12.00
3,600M
Total Alternate No. 4
279 360.60
279 173.50
356 781.50
Total Bid
S,087,986.80
5 405 948.00
6,970r39100
Overage on Alt #2 M-001-3 (3,428.05)
Overage on Alt #4 M-001-5 (521.97)
Revised Bid: 5,084,036.78