HomeMy WebLinkAbout4H - Ridgemont Avenue Project
CONSENT AGENDA #:
PREPARED BY:
SUBJECT:
4H
JOHN WINGARD, ASST. CITY ENGINEER
CONSIDER APPROVAL OF FINAL PAYMENT FOR:
RIDGEMONT AVENUE, PROJECT 95-01
CREEKSIDE CIRCLE, PROJECT 95-02
T.H. 13 DRAINAGE TO MITCHELL POND, PROJECT 93-03
INDUSTRIAL PARK STORM SEWER, PROJECT 93-01
DATE:
SEPTEMBER 16, 1996
INTRODUCTION:
The purpose of this agenda item is to request the City
Council to authorize the final payment of $10,548.65 to
S.M, Hentges and Sons for the contract that included four
separate projects; Ridgemont Avenue, Creekside Circle,
T,H, 13 Drainage to Mitchell Pond, and Industrial Park
Storm Sewer,
DISCUSSION:
Paul Boettcher, MSA project engineer, approved the final
payments as shown on the enclosed payment vouchers
dated July 3, 1996,
The original contract amount for this contract was
$424,147,85, The addition of Change Order No.1 which
Council approved on September 5, 1995 for the Industrial
Park Storm Sewer portion of the contract, increased the
contract by $1,263,00 for a total of $425,410.85. On the
Ridgemont Avenue project, the Council approved Change
Order No, 2 to compensate the Contractor for subcutting an
extra 12" of wet clay and replacing this material with 3"
minus crushed limestone. Change Order No, 2 increased
the contract by $29,941.00, for a total of $455,351.85. This
change order which was approved by the Council on
September 18, 1995 resulted in a increase of 7% to the
contract amount. Change Order No.3 which was approved
by the Council on November 20, 1995, substituted 3"
minus crushed limestone for select granular borrow in
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
G:\AGENDA96\FPMTPROJ.DOC AN EQUAL OPPORTUNITY EMPLOYER
subcut areas on Creekside Circle. Change Order No.3
resulted in no dollar amount change.
Shown below is a summary of each project:
Ridgemont Avenue, Project 95-01
Project 95-01 involved the upgrading of Ridgemont
Avenue from the east parking lot entrance into Lakefront
Park to Rutledge Street. Sanitary sewer, watermain and
storm sewer facilities were included with street and
sidewalk improvements, The original proj ect cost was
$179,686.45, There was a change order in the estimated
amount of $29,941.00 (for additional 12" subcut and
additional 3" limestone), which raised the contract amount
to $209,627.45. The final actual project cost is
$175,486.32 and the final amount of the change order is
$32,800,23 for a total final project cost of $208,286.55.
Creekside Circle, Project 95-02
Project 95-02 involved the upgrading of the street from a
rural section to an urban section with concrete curb and
gutter. The original project cost was $125,404.40. Change
Order No.3 was approved to allow the use of 3" minus
crushed limestone instead of select granular borrow. The
street construction required more 3" minus material than
originally estimated, so there was an overrun on this
project. The final actual project cost, including the change
order totaled $135,301.27.
T.H.13 Drainage to Mitchell Pond, Project 93-03
Project 93-03 involved the construction of a 36" storm
sewer line from T.H. 13 and Candy Cove Trail to Mitchell
Pond. The original project cost was $95,172.50 and there
were no change orders for this project. The final actual
project cost is $94,839.30,
Industrial Park Storm Sewer, Project 93-01
Project 93-01 involved the construction of a storm sewer
line that drains the gravel parking lot along Industrial Circle
G:\apnda96\fpmtproj.doc
and conveys the water down the steep slope to Markley
Lake. The original project cost was $23,884,50. Change
Order No.1 increased the contract amount by $1,263.00 to
$25,147.50 The fmal actual project cost is $23,500.00.
ISSUES:
The staff and MSA Consulting Engineers worked hard to
assure that the final contract amounts for these projects
were as close as possible to the original contract amount.
The total contact amount increased from $455,351.85 to
$461,927.12 which is an increase of $6,575.27 or 1.4%.
The overrun is attributable to the extra 3" minus crushed
limestone material that was required on the Creekside
Circle project.
Payment of these final project amounts initiates a twelve
month guarantee period for the road construction work
which is secured by a performance bond. The performance
bond shall remain in full force and effect through the one
year guarantee period,
ALTERNATIVES:
The alternatives are as follows:
1. Approve the Final Pay Voucher for $10,548.65 to
S,M. Hentges & Sons, Inc, which will pay all four
projects in full.
2. Table this item for specific reason.
RECOMMENDATION: The recommendation is to approve alternative No.1.
ACTION REQUIRED:
Make a motion
recommended.
I}
the final payment as
G:\qenda96\fpmtproj.doc
CONSTRUCTION PAYMENT VOUCHER
Estimate Voucher No.
7 (FINAL)
For Period Ending:
June 30, 1996
Date:
July 3, 1996
C.P. Number:
S.A.P.:
93-01, 93-03, 95-01. 95-02
Class of Work: Ridgemonr/Creekside Street Improvements & T.H. 13/Industrial Park Storm Sewer
For:
City of Prior Lake
To:
S.M. Hentges & Sons. Inc.
650 Quaker Avenue. Suite 200. P.O. Box 69
Jordan. MN 55352
A, Original Comract Amount $ 424.147.85
B. Total Additions $ 31,204.00
C. Total Deductions $ 0.00
D. Total Funds Encumbered $ .455,351.85
E, Total Value of Work Certified to Date $ 461,927.12
F. Less Retained Percentage 0 % $
G. Less Total Previous Payments $ 451,378.47
H. Approved for Payment, This Report $ 10,548.65
I.
J.
Total Payment Including This Voucher
Balance Carried Forward
PaYment Breakdown
Ridgemont SS,894.70 5"01- 40'" c; - 50l
Creekside $8,827.96 5"01 - 402.C;O - ~C\
Mitchell Pond ($362.02) .5"0 I - 48 ,~ - qo \
Industrial Park ($3.811.99) ,0\ - 1-e 1 ~ l) - )"01
$
$
461.927.12
(6.575.27)
APPROVALS
Pursuant to our field observatio~ as performed in accordance with our contract, we hereby certify that the materials arc satisfactory and
and the work properly performed in accordance with the plans and specifications and that the total work is 100% completed as of June 11. 1996
I hereby recommend payment of the voucher.
Project Engineer Approval:
~~
-=>
PAUL BOETrCHER, P.E.
This is to certify that to the best of my knowledge, information, and belief. the quantities and values of work certified herein is a fair
approximate estimate for the period covered by this voucher,
Contractor:
Signed by:
Date:
Tide:
CITY OF PRIOR LAKE
~~~~
----3 - ~ - q~
Approved for Payment:
Authorized Representative
Date
Date
l02023VH.XLS
FINAL PAYMENT ESTIMATE
NO. 7 (FINAL)
FROM: JUNE 1, 1996
TO: JULY 1, 1996
CONTRACTOR: S.M. HENTGES & SONS, INC.
ADDRESS: 650 QUAKER AVENUE, SUITE 200, PO. BOX 200, JORDAN, MN 55352
OWNER: CITY OF PRIOR LAKE, MINNESOTA
PROJECT: RIDGEMONT/CREEKSIDElINDUSTRIAL PARK STORM SEWERIT.H. 13 MITCHEL POND
AMOUNT OF CONTRACT:
ORIGINAL: S 424,147.85
REVISED: S 455,351.85
COMPLETION DATE
ORIGINAL: SEPTEMBER 14, 1995
REVISED:
--
SCHEDULE 1 0 RIDGEMONT A VENnE STREET
MOBILIZATION
2 ~ SALVAGE AND REINSTALL SIGNS
3 CLEAR AND GRUB
4 COMMON EXCAVATION
5 SUBGRADE PREPARATION 0 - 12'
6 MILL BITIlMINOUS PAVEMENT
7 AGGREGATE BASE, CLASS 5
8 TYPE 41A. WEAR COURSE MIXTIJRE
9 TYPE 31B, BASE COURSE MIX11JRE
10 BI11JMINOUS MATERIAL FOR TACK COAT
11 CONCRETE CURB & GUTI'ER, 8618
12 BI11JMINOUS DRIVEWAY
13 CONCRETE DRIVEWAY AND APRONS
14 4' CONCRETE SIDEWALK
15 8' CONC. VALLEY GUTI'ER
16 BI11JMINOUS PAm
17 PEDESTRIAN RAMP
18 4' EQUIV WIDTII PAVEMENT STRIPING
19 ADJUST FRAME AND RING CASTING
20 ADJUST GATE VAL YES
21 SILT FENCE
22 SODDING, LAWN & BOULEVARD
23 SEEDING
24 WOOD FIBER BLANKET
25 CATCH BASIN SEDIMENT BARRIER
26 WATER FOR DUST CONTROL
27 JUNIPER. 24- HT. POT
28 ULAC, 36' HT, POT
29 SUBGRADE DENSITY TEST, INPLACE
30 CLASS 5 GRADATION TEST
7,000.00
1,000.00
200.00
10,864.00
0.00
120.80
15,656.16
9,119.88
15,161.43
1J17 . 00
17,517.00
4,504.44
185.25
15,910.00
312.30
1.211.77
300.00
0.00
500.00
SOO.OO
375.00
5,544.00
0.00
0.00
100.00
600.00
140.00
120.00
90.00
90.00
1.00
1.00
0.04
3,104.00
0.00
24.16
2.408.64-
414.54
7'17.'17
173.00
3.244.00
391.69
7.41
7,955.00
104.10
111.11
3.00
0.00
2.00
2.00
2SO.00
3,960.00
0.00
0.00
2.00
30.00
4.00
4.00
3.00
2,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.00
0.00
O~OO
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
0.00
7,000.00
1,000.00
5,000.00
3.50
200.00
5.00
6.50
22.00
19.00
1.20
5.40
1l.S0
25.00
2.00
3.00
11.50
100.00
0.30
250.00
250.00
l.S0
1.40
1,250.00
1.45
50.00
20.00
35.00
30.00
30.00
45.00
LS
LS
AC
CY
RDST A
SY
TON
TON
TON
GAL
LF
SY
SY
SF
SF
SY
EA
LF
EA
EA
LF
5Y
AC
5Y
EA
MGAL
EA
EA
EA
EA
0.06
2958
IS .5
54
2223
455
845
236
3100
194
41
7572
104
120
2
3100
2
2
800
4283
0.3
1417
2
35
2
2
3
102~-3O
Pale 1
10202317 .XLS
--
31
32
33
34
3.5
36
37
38
39
CLASS .5 PROCTOR TEST
CLASS .5 DENSITY TEST, INPLACE
CONC. CYLINDER COMPRESSIVE TEST
CONC. AIR ENTRAINMENT TEST
CONC. SLUMP TEST
BITUMINOUS EXTRAcnON
BITUMINOUS GRADATION
BITUMINOUS AIR VOID TEST
BITUMINOUS CORE DENSITY TEST
EA
EA
EA
EA
EA
EA
EA
EA
EA
T
SCHEDULE 1.0 RIDGEMONT AVENUE STREET - TOTAL BASE BID
2
3
SCHEDULE 1.1 RlDGEMONT AVENUE ALTERNATE A
COMMON EXCAVATION - DEDUcr CY
AGGREGATE BASE, CLASS .5 - DEDUcr TON
MILLED BIT.lSALVAGE CLASS.5 - ADDmON CY
483
898
483
T
. SCHEDULE 1,1 RlDGEMONT AVENUE ALTERNATE A-TOTAL
2
3
4
5
6
7
8
9
10
SCHEDlJl.E 20 RIDGEMONT AVENtJE SANITARY SEWER
CONNEcrTO EXIST. SANITARY MANHOLE EA
8' PVC (8' TO 10' DEEP) LF 124
8' PVC (10' TO 12' DEEP) LF 46.5
8' PVC (12' TO 14' DEEP) LF 198
8' PVC (14' TO 16' DEEP) LF 131
8'x4'WYE EA 7
4' PVC SDR40 SERVICE PIPE LF 251
STANDARD MANHOLE EA 3
EXTRA DEPTII FOR MANHOLES LF 11.28
IN-PLACE DENSITY TEST EA 19
T
SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER -TOTAL
2
3
4
5
6
7
8
~(JI.E 30 RIDGEMONT AVENtJE WATERMAIN
CONNEcr TO EXISTING W ATERMAIN EA
8' DIP LF
6w GATE VALVE EA
FlTrINGS 1.8
HYDRANT WI GATE VALVE EA
WATER SERVICE EA
I' WATER SERVICE PIPE LF
IN-PLACE DENSITY EA
T
SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAIN - TOTAL
l02023n.XLS
3
6
6
6
5
.5
5
5
74.00
40.00
90.00
90.00
7.5.00
75.00
75.00
120.00
100.00
(3..50)
(6.50)
10.00
500.00
20.00
20.00
20.00
20.00
100.00
12.00-
1,200.00
100.00
30.00
934
.500.00
22.00
.500.00
1.50
2,2S0.00
150.00
12.00
30.00
710
2
7
180
II
Paae 2
0.00
0.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
90.00
7.5.00
0.00
0.00
0.00
0.00
345.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
3.00
.5.00
.5.00
.5.00
.5.00
.5.00
.5.00
.5.00
0.00
0.00
1.52.87
1.00
124.00
46.5.00
123.00
131.00
8.00
29.5 .00
3.00
11.28
11.00
1.00
8.53.00
1.00
490.00
2.00
8.00
21.5.00
3.00
74.00
120.00
4.50.00
4.50.00
37.5.00
37.5.00
37.5.00
600.00
500.00
110,715.22
0.00
0.00
1.528.70
1.528.70
500.00
2,480.00
9,300.00
2,460.00
2,620.00
800.00
3,540.00
3,600.00
1,128.00
330.00
26,758.00
.500.00
18,766.00
.500.00
73.5.00
4,500.00
1,200.00
2,580.00
90.00
28,871.00
102.()2J-3O
--
SCHEDULE 40 RIDGEMONT AVENUE STORM SEWER
REMOVE CATCH BASIN EA
15' RCP CLASS 5 LF
15' FES RCP CLASS 5 EA
CATCH BASIN EA
72' MANHOLE (SUMPED) EA
RIP RAP CL 3 CY
GEOTEXTILE FABRIC. TYPE IV SY
HA YBALES EA
IN-PLACE DENSITY TEST EA
2
3
4
5
6
7
8
9
13
31.7
8
7
T
SCHEDULE 4,0 RIDGEMONT AVENUE srORM SEWER - TOTAL
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
2.5
26
n
28
29
30
31
32
SCHEDI1I,E 5 0 CREEKSIDE ClRCI,E STREET
MOBIUZATION
SALVAGE AND REINSTALL SIGNS
COMMON EXCAVATION
~GRADEEXCAVATION
MILL BITUMINOUS PAVEMENT
SELECf GRANULAR BORROW
AGGREGATE BASE, CLASS 5
TYPE 41A, WEAR COURSE MIXTURE
TYPE 31B, BASE COURSE MIX11JRE
BITUMINOUS MATERIAL FOR TACK COAT
CONCRETE CURB '" GUTTER, 8618
REM. EX 16'BARREL,INSTALL 12'BARREL
REM. EX 24' BARREL. INSTALL 18' BARREL
ADJUST FRAME AND RING CASTING
ADJUST GATE VAL VB
BITUMINOUS DRIVEWAY
CONCRETE DRIVEWAY
CATCH BASIN SEDIMENT BARRIER
WATER FOR DUST CONTROL
JUNIPER, 24. HT, POT
ULAC, 36' HT, POT
SILT FENCE
SODDING, LAWN '" BOULEY ARD
SUBGRADE DENSITY TEST, INPLACE
CLASS 5 GRADATION TEST
CLASS 5 PROCTOR TEST
CLASS 5 DENSITY TEST, INPLACE
CONC. CYUNDER COMPRESSIVE TEST
CONC. AIR ENTRAINMENT TEST
CONC. SLUMP TEST
BITUMINOUS EXTRACI10N
BITUMINOUS GRADATION
102023I7.XLS
LS
LS
CY
CY
SY
CY
TON
TON
TON
GAL
LF
EA
EA
EA
EA
SY
SY
EA
MGAL
EA
EA
LF
SY
EA
EA
EA
EA
EA
EA
EA
EA
EA
2747
645
45
645
1686
358
66S
186
2653
3
5
549
17
9
30
4
4
100
5090
3
84
500.00
2.5 .00
350.00
1,150.00
2,750.00
50.00
2.00
5.00
30.00
3
3
3
3
4
4
7,000.00
1,000.00
3.50
5.00
5.00
5.50
7.00
22.00
19.00
1.20
5.40
.soo.OO
500.00
2.50.00
150.00
11.50
15.00
50.00
20.00
35.00
30.00
1.50
1.40
30.00
45.00
74.00
40.00
90.00
90.00
75.00
75.00
75.00
Pap 3
0.00
0.00
0.00 .
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 .
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 ~
0.00
22.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
550.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
I~.OO
150.00
1.00
86.00
1.00
1.00
1.00
13.00
31. 70
0.00
0.00
1.00
1.00
1,247.00
433.00
15.56
0.00
1,907.94
305.46
717.23
204.00
2,619.00
1.00
1.00
5.00
2.00
794.00
54.2.5
0.00
10.00
0.00
3.00
0.00
6,260.00
0.00
1.00
1.00
1.00
2.00
2.00
2.00
5.00
5.00
500.00
2,150.00
350.00
1,150.00
2,750.00
650.00
63.40
0.00
0.00
7.613.40
7.000.00
1,000.00
4,364.50
;2,165.00
127.80
0.00
13,355.58
6,720.12
13.627.37
244.80
14,142.60
500.00
500.00
1,150.00
500.00
9,131.00
1,356.15
0.00
200.00
0.00
90.00
0.00
8,764.00
0.00
45.00
74.00
40.00
180.00
180.00
1~.00
375.00
375.00
102.023-30
--
33
34
BlTIJMlNOUS AIR VOID TEST
BlTIJMlNOUS CORE DENSITY TEST
EA
EA
T
SCHEDULE 5,0 CREEKSIDE CIRCLE STREET - TOTAL
2
3
SCHEDULE 51 CRF.F.K..I\IDF. ClRCI.E ALTERNATE B
COMMON EXCAVATION - DEDUCT CY
AGGREGATE BASE. CLASS 5 - DEDUCT TON
MILLED BIT.lSAL V AGE CLASS 5 - ADDmON CY
T
SCHEDULE 5,1 CREEKSIDE CIRCLE ALTERNATE B - TOTAL
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
SCmmlJl.E 6 0 CREEK..~mE CIRCLE ~RM SEWER
REMOVE CATCH BASIN EA
CONNECT TO EXISTING STORM SEWER EA
4. TP DRAINTILE LF
12" RCP CLASS 5 LF
15' RCP CLASS 5 . ~F
18' RCP CLASS 3 LF
15. HOPE LF
15' FES RCP CLASS 5 EA
18' FES RCP CLASS 3 EA
15' HOPE APRON EA
CATCH BASIN EA
27. MANHOLE EA
STANDARD MANHOLE EA
n. MANHOLE (SUMPED) EA
HAY BALES EA
IN-PLACE D~NSITY TEST EA
T
SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER - TOTAL
430
799
430
731
63
375
60
113
scmmULE 7 0 T H 13 DRAINAGE TO M1TMIF.II. POND
CLEARING AC 0.64
GRUBBING AC 0.64
COMMON BORROW (CV) CY 750
TOPSOIL BORROW (LV) CY 260
SALVo &. REINSTALL EX. CHAIN LINK FENCE LF 110
BlTIJMlNOUS RESTORATION SY 53
36' RC APRON WI TRASH GUARD EA
36' RC PIPE 7.5 DEG. BENDS DES. 3006. CL m EA 7
36. RC PIPE SEWER DESIGN 3006. CL m LF 491
CONSTR. DRAIN. STRUCTURE DES. n-4020 EA 3
n' DIAMETER MANHOLE WI SUMP EA
CONNECT TO EXISI1NG STORM SEWER EA
RANDOM RIP RAP CLASS m CY 278
2
3
4
5
6
7
8
9
10
11
12
13
l02023n.XLS
4
4
120.00
100.00
(3.50)
(6.50)
10.00
2
500.00
350.00
5.00
20.00
25.00
30.00
30.00
350.00
400.00
350.00
1.150.00
asO.OO
1.150.00
2.750.00
5.00
30.00
5
2
28
7
4.500.00
4.500.00
5.50
10.00
15.00
20.00
1.750.00
750.00
70.00
2.750.00
2.750.00
500.00
60.00
hae 4
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
240.00
200.00
1.290.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
90.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
7.00
0.00
0.00
354.64
1.00
1.00
100.00
62.00
350.00
60.00
110.00
1.00
2.00
1.00
1.00
1.00
5.00
2,00
0.00
5.00
0.62
0.62
750.00
275.00
180.00
155.26
1.00
7.00
491.00
3.00
1.00
1.00
255.66
600.00
700.00
87.758.02
0.00
0.00
3.546.40
3.546.40
500.00
350.00
500.00
1,240.00
8,750.00
1,800.00
3.300.00
350.00
800.00
350.00
1.150.00
asO.OO
5.750.00
5.500.00
0.00
150.00
31.340.00
2.790.00
2.790.00
4.125.00
2.750.00
2.700.00
3.10's.20
1.750.00
5.250.00
34.370.00
8.250.00
2.750.00
500.00
15.339.60
102~-30
--
14
15
16
17
18
19
20
21
22
23
24
25
GROUTED RIP RAP CLASS III
GEOTEXTILE FABRIC, TYPE IV
CATCH BASIN SEDIMENT BARRIER
BITUMINOUS CURB
TRAFFIC CONTROL
BALE CHECK
SILT FENCE, HEAVY DUTY
SOD, EROSION CONTROL
SOD, LAWN & BOULEVARD
WOOD FIBER BLANKET, REGULAR
SEEDING WI1lI MIX 500
INPLACE DENSITY TEST
CY
SY
EA
LF
LS
EA
LF
SY
SY
SY
AC
EA
T
SCHEDULE 7.0 m 13 DRAINAGE TO MITCHEL POND-TOTAL
SCHEDULE II 0 INDUSTRIAL PARK STORM SEWER
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
CLEARING
GRUBBING
12' RCP STORM SEWER, CL V
12" RC APRON WI TRASH GUARD
27' DlA. MANHOLE WI1lI STOOL CASTING
48- DIAMETER MANHOLE
72' DIAMETER MANHOLE WI1lI 3' SUMP
CONSTRUcr 48' DIA. MH OVER EX. 12' PVC
CL ID RANDOM RIP RAP
GEOTEXTILE FABRIC, TYPE V
CATCH BASIN SEDIMENT BARRIER
HAY BALES
SILT FENCE, HEAVY DUTY
WOODFIBER BLANKET, REGULAR
SEEDING, 1500
INPLACE DENSITY TEST
AC
AC
LF
EA
EA
EA
EA
EA
CY
SY
EA
EA
LF
SY
AC
EA
T
SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER-TOTAL
28
222
4
50
40
50
1222
222
1222
0.52
3
0.11
0.11
208
2
CHANGE ORDER NO.1
DELETE SCHEDULE 8.0 BID, ADD SCHEDULE 8,0 REVISED
~ULE II 0 INDUSTRIAL PARK STORM ~ tRRVI..~\
CLEARING AC 0.3
GRUBBING AC 0.3
HAUL AWAY CONSTRUcnON DEBRIS CY 125
12- RCP STORM SEWER, CL V LF 200
15- RCP STORM SEWER CL V LF 40
15' RC APRON WI TRASH GUARD EA
rr DIA, CB WI1lI STOOL CASTING EA
48- DIAMETER MANHOLE EA 2
2
3
4
5
6
7
8
If11D1JT1.XLS
75.00
2.00
50.00
6.00
2,500.00
5.00
3.00
1.40
1.40
1.45
1,250.00
30.00
2
7,500.;00
7,500.00
30.00
1,000.00
850.00
1.150.00
2,750.00
1,250.00
75.00
2.00
50.00
5.00
3.00
l.S0
1.250.00
30.00
59
180
5
20
200
533
0.2
2
7,500.00
7,500.00
17.50
30.00
35.00
1,100.00
850.00
1,500.00
PapS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
28.00
222.00
4.00
99.00
1.00
7.00
50.00
0.00
0.00
670.00
1.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.30
154.00
186.00
3$.00
1.00
1.00
2.00
2,100.00
444.00
200.00
594.00
2,500.00
35.00
150.00
0.00
0.00
97l..S0
1,375.00
0.00
94,839.30
0.00
0.00'
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.250.00
2.250.00
2.695.00
5,580.00
1,225.00
1,100.00
850.00
3,000.00
102~3O
-~
9 72- DIAMETER MANHOLE WITH 3' SUMP EA 3,250.00 0.00 0.00 1.00 3,250.00
10 EXTEND/CONNECT 12- PVC TO MH 3 LS 350.00 0.00 0.00 1.00 350.00
11 CL III RANDOM RIP RAP CY 4 75.00 0.00 0.00 4.00 300.00
12 GEOTEXTILE FABRIC. TYPE V Sy 10 2.00 0.00 0.00 10.00 20.00
13 HAY BALES EA 20 5.00 0.00 0.00 20.00 100.00
14 SILT FENCE. HEAVY DUTY LF 70 4.00 0.00 0.00 70.00 280.00
15 WOOD FIBER BLANKET, REGULAR SY 1000 1.50 0.00 0.00 0.00 0.00
16 SEEDING, #500 AC 0.2 1,2S0.00 0.00 0.00 0.20 2S0.00
17 INPLACE DENSITY TEST EA 2 30.00 0.00 0.00 0.00 0.00
T : CHANGE ORDER NO, 1 - SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER (REVISED)-TOTAL 0.00 23..500.00
CHANGE ORDER NO 2 - RIDGEMONT SUBGRADE CORRECTION
SUBCUT CY 2150 3.50
2 3' MINUS TN 4000 7.50
3 SUBGRADE PREP. STA 15.42 (200.00)
4 CONTRACfORSHARING LS (4,500.00)
0.00 0.00 2,150.00 7,52S.00
109.82 823.65 4,381.23 32.859.23
0.00 0.00 15.42 (3,084.00)
0.00 0.00 1.00 (4,500.00)
823.65 32,800.23
T CHANGE ORDER NO, 2 - RIDGEMONT SUBGRADE CORRECTION-TOTAL
CHANGE ORDER NO :1 - CRF.EK.~E SUBGRADE CORRECTION
3' MINUS CRUSHED LIMESTONE TN 945
7.50
0.00
0.00
1.687 .58
12.656.85
T
CHANGE ORDER NO, 3 - CREEKSIDE SUBGRADE CORRECTION-TOTAL
0.00
12,656.85
TOTAL AMOUNT nus PERIOD
2.548.65
TOTAL AMOUNT TO DATE
461,927.12
102023I7.XLS
Pap 6
102-023-30
--
DESCRIPTION TOTAL nus PERIOD TOTAL TO DATE
SCHEDULE 1.0 RIDGEMONT AVENUE STREET - TOTAL BASE BID 345.00 110,715.22
SCHEDULE 1.1 RIDGEMONT AVENUE ALTERNATE A - TOTAL 0.00 1,528.70
SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER -TOTAL 0.00 26,758.00
SCHEDULE 3.0 RlDGEMONT AVENUE WATERMAIN - TOTAL 0.00 28,871.00
SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER - TOTAL 0.00 7,613.40
SCHEDULE 5.0 CREEKSIDE CIRCLE STREET - TOTAL 1,290.00 87,758.02
SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B - TOTAL 0.00 3,546.40
SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER - TOTAL 90.00 31,340.00
SCHEDULE 7.0 TH 13 DRAINAGE TO MITCHEL POND-TOTAL 0.00 94,839.30
SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER-TOTAL 0.00 0.00
CHANGE ORDER NO.1 - SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER (REVISED)-TOTAL
CHANGEORDERNO.2-RIDGEMONTSUBGRADECORRECTION-TOTAL
CHANGE ORDER NO.3 - CREEKSIDE SUBGRADE CORRECTION-TOTAL
0.00
823.65
0.00
23,500.00
32,800.23
12.656.85
If,.t.,-
..... ........... ......... ..................... ......................................................
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