HomeMy WebLinkAboutAspro Inc-12/5/2016CITY OF WATERLOO, IOWA
CHANGE or EXTRA WORK ORDER NO. 3
PROJECT: F.Y. 2015 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 873
Date Prepared:
November 28, 2016 AMOUNT: $163,957.18 INCREASE
TO: ASPRO, INC. , Contractor
You are hereby ordered to make the following changes from the plans and specifications or perform
the following extra work on your contract dated March 16, 2015 .
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction quantities.
B. Reason for ordering change or extra work:
As -built quantities varied for some bid items.
C. Settlement for cost of work to be made as follows:
Compensation already made to contractor through original bid items.
See attached summary.
CITY OF WATERLOO
BY: !..
Mayor
ATTEST:
ity Clerk
Change Order No. 3
NET INCREASE $163,957.18
ASPRO, INC.
Date CONTRACTOR
/e",
Date
BY:772
PRINTED NAME: Milt Dakovich
/i.// 9//I
Date
TITLE: President
APPROVED:
City Engineer
Date
Contract No. 873 Page 1 of 1
F.Y. 2015 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 873
QUANTITY INCREASE DECREASE SUMMARY
BID ITEM
DESCRIPTION
UNIT
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
UNIT $
QTY
QTY
QTY
AMOUNT
DIVISION I BASE BID - SECTION I
1
MISC. CURB AND GUTTER, PCC, 6", C-4
LF
$35.00
21.0
0
(21.0)
($735.00)
2
REMOVE AND REPLACE MISC. 7.5" HMA
SY
$140.00
87.9
0
(87.9)
($12,306.00)
3
REMOVE AND REPLACE MISC. 6" PCC, M-4
SY
$75.00
44.4
110.6
66.2
$4,965.00
4
REMOVE/REPLACE MISC. SEALCOAT W/ 2" HMA
SY
$42.25
15.1
0
(15.1)
($637.98)
5
ACC DRIVEWAY APPROACH
TON
$190.00
20.0
1.3
(18.7)
($3,553.00)
6
REMOVE AND REPLACE MISC. HMA, 4"
SY
$50.00
453.7
319.5
(134.2)
($6,710.00)
7
DRIVEWAY APPROACH AND S/W, 6" PCC, C-4
SY
$44.75
571.8
555.3
(16.5)
($738.38)
8
DRIVEWAY APPROACH AND S/W, 5" PCC, C-4
SY
$43.75
1577.1
2041.8
464.7
$20,330.63
9
SIDEWALK, 4" PCC, C-4
SY
$42.50
390.1
451.9
61.8
$2,626.50
10
PEDESTRIAN RAMP, PCC SIDEWALK, 6" PCC, C-4
SY
$46.00
451.5
561.4
109.9
$5,055.40
11
PEDESTRIAN RAMP DETECTABLE WARNING SURFACE
SF
$37.00
584.0
561.6
(22.4)
($828.80)
12
SIDEWALK CURB SECTION
LF
$35.00
163.9
60.3
(103.6)
($3,626.00)
13
MISCELLANEOUS CONCRETE
CY
$800.00
3.0
1
(2.0)
($1,600.00)
14
CONCRETE PAVEMENT REMOVAL
SY
$4.25
18064.6
22134.3
4,069.7
$17,296.23
15
ASPHALT PAVEMENT REMOVAL
SY
$4.25
12566.3
9476.8
(3,089.5)
($13,130.38)
16
SIDEWALK AND DRIVEWAY REMOVAL
SY
$4.25
2632.5
2657.7
25.2
$107.10
17
SIDEWALK REMOVAL
SY
$10.00
250.5
455
204.5
$2,045.00
18
SAW CUT
LF
$5.00
1635.0
1764
129.0
$645.00
19
GEOGRID
SY
$4.50
9494.5
0
(9,494.5)
($42,725.25)
20
WOVEN GEOTEXTILE
SY
$4.50
13211.6
16827.5
3,615.9
$16,271.55
21
MODIFIED SUBBASE
TON
$22.00
14496.30
21577.4
7,081.1
$155,784.20
22
RECYLED ASPHALT PAVING
TON
$48.00
10.0
0
(10.0)
($480.00)
23
ROADSTONE, 3/4"
TON
$48.00
88.70
54.07
(34.6)
($1,662.24)
24
DRAIN TILE, 6"
LF
$8.95
17858.9
17147
(711.9)
($6,371.51)
25
DRAIN TILE, 4"
LF
$7.40
76.0
172
96.0
$710.40
26
DRAIN TILE STUB, 4"
LF
$17.40
1120.0
1105
(15.0)
($261.00)
27
DRAIN TILE TAP AND COLLAR
EACH
$650.00
19.0
16
(3.0)
($1,950.00)
28
SUBDRAIN OUTLET (DR -303)
EACH
$300.00
63.0
57
(6.0)
($1,800.00)
29
CONVERT WATER VALVE MANHOLE TO ROADBOX
EACH
$525.00
3.0
5
2.0
$1,050.00
30
WATER SERVICE CORPORATION, 3/4"
EACH
$50.50
23.0
1
(22.0)
($1,111.00)
31
WATER SERVICE CURB STOP, 3/4"
EACH
$155.00
23.0
3
(20.0)
($3,100.00)
32
WATER SERVICE PAVE BOX, 3/4"
EACH
$155.00
23.0
4
(19.0)
($2,945.00)
33
COPPER WATER SERVICE, 3/4"
LF
$23.60
641.0
157
(484.0)
($11,422.40)
34
WATER SERVICE CORPORATION, 1"
EACH
$54.00
1.0
1
0.0
$0.00
35
WATER SERVICE CURB STOP, 1"
EACH
$205.00
1.0
0
(1.0)
($205.00)
36
WATER SERVICE PAVE BOX, 1"
EACH
$205.00
1.0
1
0.0
$0.00
37
COPPER WATER SERVICE, 1"
LF
$24.20
40.0
0
(40.0)
($968.00)
38
WATER SERVICE CORPORATION, 2"
EACH
$290.00
1.0
0
(1.0)
($290.00)
39
WATER SERVICE CURB STOP, 2"
EACH
$500.00
1.0
0
(1.0)
($500.00)
40
WATER SERVICE PAVE BOX, 2"
EACH
$255.00
1.0
0
(1.0)
($255.00)
41
COPPER WATER SERVICE, 2"
LF
$35.95
45.0
0
(45.0)
($1,617.75)
42
WATER SERVICE KILL
EACH
$385.00
12.0
11
(1.0)
($385.00)
43
WATER SERVICE TAP, 2"
EACH
$115.00
1.0
0
(1.0)
($115.00)
44
LOWER WATER SERVICE, 3/4" OR 1"
EACH
$775.00
1.0
0
(1.0)
($775.00)
45
UNDERGROUND INVESTIGATION -WATER
EACH
$335.00
2.0
9.5
7.5
$2,512.50
46
TOPSOIL, 4"
SY
$16.75
4874.2
5489.3
615.1
$10,302.93
47
HYDROSEED
SY
$3.10
1020.0
744.4
(275.6)
($854.36)
48
TOPSOIL REMOVAL FROM PARKING, EARTHWORK
SY
$10.40
1530.0
7163.5
5,633.5
$58,588.40
49
CONSTRUCTION SURVEY
LS
$42, 935.00
1.00
1
0.0
$0.00
2001
CONSTRUCTION SURVEY - EXTRA FOR MOURNING DOVE
LS
$527.50
1.00
1
0.0
$0.00
50
TRAFFIC CONTROL
LS
$35,000.00
1.00
1
0.0
$0.00
51
DETOUR ROUTES - HUMMINGBIRD CIRCLE
LS
$3,000.00
1.0
0
(1.0)
($3,000.00)
52
DETOUR ROUTES- E. MITCHELL/BALTIMORE
LS
$3,000.00
1.0
1
0.0
$0.00
53
PAINTED PAVEMENT MARKING, WATER BASED
STA
$50.00
43.180
19.355
(23.8)
($1,191.25)
1001
REMOVE AND REPLACE MISC CURB AND GUTTER, 8" PCC (E 4TI-
LF
$34.10
75.0
74
(1.0)
($34.10)
1002
REMOVE AND REPLACE 4" PCC SIDEWALK (E 4TH)
SF
$6. 05
100.0
91.3
(8.7)
($52.64)
TOTAL BASE BID - DIVISION I SECTION I
$170,353.81
Page - 1
12/5/2016
3:29 PM
F.Y. 2015 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 873
QUANTITY INCREASE DECREASE SUMMARY
UNIT
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
DIVISION I BASE BID - SECTION II
UNIT $
QTY
QTY
QTY
AMOUNT
54
STORM SEWER, 2000D, 36"
LF
$88.15
20.0
0
(20.0)
($1,763.00)
55
STORM SEWER, 2000D, 30"
LF
$78.00
20.0
0
(20.0)
($1,560.00)
56
STORM SEWER, 2000D, 24"
LF
$70.00
10.0
0
(10.0)
($700.00)
57
STORM SEWER, 2000D, 18"
LF
$68.00
12.0
16
4.0
$272.00
58
STORM SEWER, 2000D, 15"
LF
$39.15
329.3
279
(50.3)
($1,969.25)
59
STORM SEWER, 2000D, 12"
LF
$38.00
1024.8
978.8
(46.0)
($1,748.00)
60
STORM MANHOLE, TYPE A, 48"
EACH
$3, 705.00
10.0
12
2.0
$7,410.00
61
STORM MANHOLE, TYPE A, 60"
EACH
$5, 000.00
2.0
2
0.0
$0.00
62
SW -402 MODIFIED RECTANGULAR STORM MANHOLE
EACH
$4,500.00
3.0
4
1.0
$4,500.00
63
REMOVE EXISTING STRUCTURE
EACH
$525.00
28.0
23
(5.0)
($2,625.00)
64
REMOVE STORM SEWER PIPE LESS THAN 36"
LF
$9.30
399.3
327
(72.3)
($672.39)
65
TYPE E -1-C INLET
EACH
$2,475.00
18.0
17
(1.0)
($2,475.00)
66
TYPE E -2-C INLET
EACH
$3,395.00
11.0
11
0.0
$0.00
67
TYPE E -3-C INLET
EACH
$4, 425.00
2.0
2
0.0
$0.00
68
TYPE E -1-C INLET, MODIFIED
EACH
$3,920.00
2.0
2
0.0
$0.00
69
TYPE E -2-C INLET, MODIFIED
EACH
$4,980.00
2.0
0
(2.0)
($9,960.00)
70
TYPE SW -507 INLET
EACH
$3,700.00
2.0
0
(2.0)
($7,400.00)
71
TYPE SW -509 INLET
EACH
$4,500.00
2.0
0
(2.0)
($9,000.00)
72
REM/REPL INLET BOXOUT, E -1-C
EACH
$1,035.00
6.0
5
(1.0)
($1,035.00)
73
REM/REPL INLET BOXOUT, E -2-C
EACH
$1,140.00
3.0
3
0.0
$0.00
74
REM/REPL INLET BOXOUT, E -3-C
EACH
$1,700.00
3.0
3
0.0
$0.00
75
REM/REPL INLET BOXOUT, MODIFIED E -2-C
EACH
$1, 500.00
1.0
0
(1.0)
($1,500.00)
76
TAP AND COLLAR STRUCTURE OR PIPE
EACH
$1,315.00
9.0
8.5
(0.5)
($657.50)
77
INSULATE EXISTING COPPER WATER SERVICE
EACH
$765.00
2.0
0
(2.0)
($1,530.00)
78
FURNISH AND INSTALL MANHOLE RING AND COVER
EACH
$875.00
4.0
0
(4.0)
($3,500.00)
79
STORM WATER PROTECTION FOR STRUCTURES
EACH
$460.00
53.0
39
(14.0)
($6,440.00)
TOTAL BASE BID - DIVISION I SECTION II
($42,353.14)
BID ITEM
DESCRIPTION
UNIT
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
DIVISION I BASE BID - SECTION III
UNIT $
QTY
QTY
QTY
AMOUNT
80
RECONSTRUCT SANITARY SEWER, 12"
LF
$69.00
2287.0
2290
3.0
$207.00
81
RECONSTRUCT SANITARY SEWER, 8"
LF
$55.00
650.3
635
(15.3)
($841.50)
82
REMOVE AND REPLACE SANITARY SEWER, 8"
LF
$225.00
98.0
84
(14.0)
($3,150.00)
83
SANITARY SEWER SERVICE, 6"
LF
$45.85
1634.0
1828
194.0
$8,894.90
84
STANDARD SANITARY MANHOLE, 48"
EACH
$4,350.00
7.0
7
0.0
$0.00
85
MAJOR MANHOLE ADJUSTMENT
EACH
$0.00
0.0
0
0.0
$0.00
86
REMOVE EXISTING STRUCTURE, SANITARY MANHOLE
EACH
$650.00
6.0
6
0.0
$0.00
87
REMOVE SANITARY SEWER, 12"
LF
$35.00
235.0
235
0.0
$0.00
88
FURNISH AND INSTALL MANHOLE RING AND COVER
EACH
$875.00
4.0
1
(3.0)
($2,625.00)
89
TRACE SANITARY SEWER SERVICE
EACH
$410.00
1.0
0
(1.0)
($410.00)
90
DYE TEST INVESTIGATION
EACH
$180.00
6.0
2
(4.0)
($720.00)
91
UNDERGROUND INVESTIGATION -SANITARY
EACH
$425.00
5.0
3
(2.0)
($850.00)
TOTAL BASE BID - DIVISION I SECTION III
$505.40
BID ITEM
DESCRIPTION
UNIT
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
DIVISION I BASE BID - SECTION IV
UNIT $
QTY
QTY
QTY
AMOUNT
92
HYDROSEED
SY
$1.80
9878.7
10525.8
647.1
$1,164.78
TOTAL BASE BID
$129,670.86
BID ITEM
DESCRIPTION
UNIT
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
ALTERNATE A
UNIT $
QTY
QTY
QTY
AMOUNT
1A
2", HMA 1M S 1/2", 60% CR
SY
$10.80
21295.2
21919.2
624.0
$6,739.20
2A
2 1/2", HMA 1M 13/4", 60% CR
SY
$11.95
21295.2
21919.2
624.0
$7,456.80
3A
3", HMA 1M B 3/4", 60% CR
SY
$14.10
21295.2
21919.2
624.0
$8,798.40
4A
2", HMA 3M S 1/2", 75% CR
SY
$10.85
5328.4
5328.4
0.0
$0.00
5A
4", HMA 3M 11/2", 75% CR
SY
$19.65
5328.4
5328.4
0.0
$0.00
6A
3", HMA 3M B 1/2", 75% CR
SY
$14.15
5328.4
5328.4
0.0
$0.00
7A
CURB AND GUTTER, PCC, C-4, 24" WIDE, 7 1/2" THICK
LF
$13.75
13841.1
14038.9
197.8
$2,719.75
8A
CURB AND GUTTER, PCC, C-4, 24" WIDE, 9" THICK
LF
$15.95
4170.1
4173
2.9
$46.25
9A
COLD WEATHER CONCRETE PROTECTION
SY
$3.90
3029.8
0
(3,029.8)
($11,816.22)
10A
LINSEED OIL TREATMENT
SY
$4.30
1772.6
680.9
(1,091.7)
($4,694.31)
11A
PAVEMENT SAMPLES AND TESTING
LS
$5,000.00
1.00
1
0.0
$0.00
12A
EXCAVATION
CY
$10.50
6845.0
9429.3
2,584.3
$27,135.15
TOTAL ALTERNATE A
$36,385.03
Page -2
12/5/2016
3:29 PM
F.Y. 2015 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 873
QUANTITY INCREASE DECREASE SUMMARY
DIVISION 11 - WATER MAIN
ASPRO
PLAN
FINAL
INCR/DECR
INCR/DECR
ITEM
DESCRIPTION
UNIT
UNIT $
QTY
QTY
QTY
AMOUNT
1
Ductile iron water main, 6 -inch dia., Class 52
LF
$55.64
680.0
655
(25.0)
($1,391.00)
2
Ductile iron water main, 8 -inch dia., Class 52 With Nitrile Gaskets
LF
$61.20
1,236.0
1253
17.0
$1,040.40
3
Ductile iron water main removal
LF
$11.35
977.0
996
19.0
$215.65
4
Tapping sleeve, valve and box, 6 on 6 inch dia.
EACH
$3, 695.00
1.0
1
0.0
$0.00
5
Gate valve and box, 8 -inch dia.
EACH
$1, 850.00
2.0
2
0.0
$0.00
6
Gate valve and box, 6 -inch dia.
EACH
$1, 600.00
1.0
2
1.0
$1,600.00
7
Tee, 8 -inch x 8 -inch dia.
EACH
$600.00
1.0
1
0.0
$0.00
8
Reducer, 8 inch x 6 inch dia.
EACH
$415.00
2.0
2
0.0
$0.00
9
Cap or Plug, 6 inch dia.
EACH
$360.00
3.0
1
(2.0)
($720.00)
10
Cap or Plug, 8 inch dia.
EACH
$360.00
1.0
1
0.0
$0.00
11
Megalugs, 6 -inch dia.
EACH
$135.00
1.0
6
5.0
$675.00
12
Megalugs, 8 -inch dia.
EACH
$160.00
4.0
5
1.0
$160.00
13
Concrete blocking
EACH
$395.00
4.0
5
1.0
$395.00
14
Hydrant assembly
EACH
$4,995.00
3.0
3
0.0
$0.00
15
Hydrant removal
EACH
$725.00
2.0
2
0.0
$0.00
16
Bend, 6 inch, any degree
EACH
$250.00
1.0
2
1.0
$250.00
17
Bend, 8 inch, any degree
EACH
$330.00
1.0
0
(1.0)
($330.00)
18
Sleeve, 6 inch dia.
EACH
$275.00
2.0
1
(1.0)
($275.00)
19
Sleeve, 8 inch dia.
EACH
$350.00
1.0
0
(1.0)
($350.00)
20
Temporary PVC water main
LF
$21.25
717.0
658
(59.0)
($1,253.75)
21
Removal of temporary PVC surface water main connections to ductile
iron water main
EACH
$1,540.00
2.0
1
(1.0)
($1,540.00)
22
3/4" short side water services
EACH
$1,185.00
8.0
9
1.0
$1,185.00
23
3/4" long side water services
EACH
$1,800.00
20.0
20
0.0
$0.00
24
1" short side water services
EACH
$1,410.00
1.0
0
(1.0)
($1,410.00)
25
1" long side water services
EACH
$2, 025.00
1.0
1
0.0
$0.00
26
Kill and plug service line at water main
EACH
$450.00
4.0
4
0.0
$0.00
27
Remove inactive pave box and abandon water service line stub in
place
EACH
$325.00
2.0
0
(2.0)
($650.00)
EXTRA
01
Offsets, 6 -inch x 8 -inch, install only
EACH
$150.00
0.0
2
2.0
$300.00
Total estimated amount -Division II
($2,098.70)
TOTAL INCREASE
$163,957.18
4.48%
ORIGINAL CONTRACT AMOUNT
$3,494,504.20
CHANGE ORDER NO. 1
$3,162.50
CHANGE ORDER NO. 2
$527.50
CHANGE ORDER NO. 3 (QUANTITY ADJUSTMENT SUMMARY)
$163,957.18
FINAL CONTRACT AMOUNT
$3,662,151.38
PAYMENTS TO CONTRACTOR
ESTIMATES 1-25
$3,479,933.25
RETAINAGE
$182,218.13
TOTAL
$3,662,151.38
Page - 3
12/5/2016
3:29 PM
° Item Coversheet Page 1 of 1
CITY OF WATERLOO
Council Communication
Motion approving Change Order No. 3 for a net increase of $163,957.18 for the F.Y. 2015 Street Reconstruction Program, Contract No. 873; and
authorize the Mayor and City Clerk to execute said document.
City Council Meeting: 12!5/2016
Prepared: 11/30/2016
SUBJECT:
Submitted by:
Summary Statement:
Source of Funds:
Motion approving Change Order No. 3 for a net increase of $163,957.18 for the F.Y. 2015 Street
Reconstruction Program, Contract No. 873: and authorize the Mayor and City Clerk to execute said
document.
Submitted By: Dennis Gentz, PE, Assistant City Engineer
This is the accumulated amount of adjustments from original to final quantities that were determined
necessary during the construction of the project, which results in an increase to the total project cost.
The majority of this increase is attributed to:
1) additional excavation and rock base needed due to poor soil conditions encountered during
construction
and
2) addition of approximately 250 feet of Mourning Dove reconstruction near the Hummingbird
intersection due to it's poor conditions.
Local Option Sales Tax
http://waterloo.novusagenda.com/AgendaWeb/CoverSheet.aspx?ItemID=6973 11/30/2016