HomeMy WebLinkAbout4B, 2009 PMP Payment #8 to Frattalone�;.� EN HI
_ LLS :
_ :
Re uest for Coun il '
q
c Act�o n :
Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: October 12, 2009
2009 PMP Payment Request #8 for Frattalone Companies, Inc.
in the amount of $145,425.06.
Budgeted Amount: Estimated Actual Amount: Funding Source:
. $2,065,000 $1,583,141.01 PIR, Enterprise Funds,
Special Assessments
Recommendation:
1. Approve Payment #8 to Frattalone Companies, Inc. of Little Canada, Minnesota, in the amount of
$145,425.06 for the 2009 Pavement Management Program.
Supporting Documents: � �������` �
1. Memorandum from Civil Engineer Kristine Giga dated October 12, 2009.
2. Application for Payment #8.
_ _ _
�.� EN HILLS
MEMORANDUM
DATE: October 12, 2009
TO: Honorable Mayor and City Council Members
Ron Moorse, City Administrator
FROM: Kristine Giga, Civil Engineer
SUBJECT: 2009 Pavement Management Program- Payment #8
Back�round
The City of Arden Hills awarded Frattalone Companies, Inc., of Little Canada,
Minnesota, the 2009 PMP on Apri127, 2009, for a total contract amount of $1,196,405.98
Discussion
This pay request includes work completed through September 3 Oth. The maj or work
completed as a part of this payment was the construction of the bituminous wearing
course on all proj ect streets. The estimate also has work related to finishing up turf
establishment on all proj ect streets.
Financial Implications
The following breakdown shows the funding sources and amounts for Payment #8:
Funding Source Amount
PIR $ 139,903.72
Surface Water Management $ 4,875.56
S anitary S ewer $ 8 0. 3 0
Watermain $ 565.48
Total $ 145,425.06
Council Action Requested
Motion to approve Payment #8 to Frattalone Companies, Inc. in the amount of
$145,425.06 for the 2009 Pavement Management Program.
City Council Meeting
P:�Admin\Council�Agendas & Packet Information\2009\10-12-09 Regular�Packet Information\10-12-
09Memo_2009PMP_Payment8 . doc
Page 1 of 1
CONTRACTOR'S PARTIAL PAY REQUEST DISTRIBUTION:
2009 PAVEMENT MANAGEMENT PROGRAM CONTRACTOR (1)
CITY OF ARDEN HILLS, MINNESOTA OWNER {1)
BMI PROJECT NO.: T16.100326 ENGINEER 1
B�NDING CO. (1)
TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $1,196,405.98
TOTAL, COMPLETED WORK TO DATE $1,055,468.96
TOTAL, STQRED MATERIALS TO DATE $0.00
DEDUCTION FOR STORED MATERIALS USED IN W�RK COMPLETED $0.00
TOTAL, COMPLETED WORK & STORED MATERIALS $1,055,468.96
RETAINED PERCENTAGE 5% $52,773.45
TOTAL AMOUNT OF �THER PAYMENTS OR DEDUCTIONS $0.00
NET AMOUNT DUE TO CONTRACTOR TO DATE $1,002,695.51
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $857,270.45
PAY CONTRACTOR AS ESTIMATE NO. � $145,425.06
Certificate for Partial Payment
I hereby certify that, to the best of my knowledge and belief, all items quantities and prices
of work and material shown on this Estimate are correct and that all work has been
performed in full accordance with the terms and conditions of the Contract for this project
between the Owner and the undersigned Contractor, and as amended by any
authorized changes, and that the foregoing is a true and correct statement of the
contract amount for the period covered by this Estimate.
Contractor: Frattalone Companies, Inc.
3205 Spruce Street
St. Pau I, M N 55117
By
Name Title
Date
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
ENGINEER: BOLTON & MENK, INC., ENGINEERS, 12224 NICOLLET AVENUE, BURNSVILLE, MN.
By , PROJECT ENGINEER
Travis Winter, P.E.
Date
APPROVED FOR PAYMENT:
OWNER: City of Arden Hills
By
Name Title Date
And
Name Title Date
Partia/ Pa y Es tima te No. : �:fi �
2009 PAVEMENT MANAGEMENT PROGRAM
CITY OF ARDEN HILLS, MINNESOTA
BMI PROJECT NO.: T16.� 00326
WORK COMPLETED THROUGH 9/30I09
AS BID PREVIOUS ESTIMATE COMPLETED TO DATE
ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED
NO. ITEM PRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
1 MOBILIZATION $46,071.43 1.00 LUMP SUM $46,071.43 0.95 LUMP SUM $43,767.86 1.00 LUMP SUM $46,071.43
2 CLEAR AND GRUB TREE $311.00 12 EACH $3,732.00 18 EACH $5,598.00 18 EACH $5,598.00
3 TREE - 2.5" CAL, B&B $441.00 12 EACH $5,292.00 12 EACH $5,292.00 12 EACH $5,292.00
4 REMOVE EXISTING C�NCRETE CURB AND GUTTER $3.00 57 LIN FT $171.00 63 LIN FT $189.00 83 LIN FT $249.00
5 REMOVE CONCRETE PAVEMENT $2.20 1,014 SQ YD $2,230.80 592 SQ YD $1,302.40 597 SQ YD $1,313.40
6 REMOVE BITUMINOUS PAVEMENT - ROADWAY AND CURBING $0.72 23,320 SQ YD $16,790.40 23320 SQ YD $16,790.40 23320 SQ YD $16,790.40
7 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY $2.13 700 SQ YD $1,491.00 900 SQ YD $1,917.00 900 SQ YD $1,917.00
8 REMOVE DRAINAGE STRUCTURE $279.00 27 EACH $7,533.00 32 EACH $8,928.00 32 EACH $8,928.00
9 REMOVE STORM SEWER PIPE $10.00 707 LIN FT $7,070.00 729 LIN FT $7,290.00 729 LIN FT $7,290.00
10 REMOVE HYDRANT $311.00 3 EACH $933.00 1 EACH $311.00 1 EACH $311.00
11 REMOVE VALVE $249.00 3 EACH $747.00 1 EACH $249.00 1 EACH $249.00
12 SALVAGE AND REINSTALL BRICK PAVERS $4.45 150 SQ FT $667.50 99 SQ FT $440.55 99 SQ FT $440.55
13 SALVAGE AND REINSTALL SPLIT RAIL FENCE $23.00 50 LIN FT $1,150.00 50 LIN FT $1,150.00 50 LIN FT $1,150.00
14 COMMON EXCAVATION $6.49 11,392 CU YD $73,934.08 11392 CU YD $73,934.08 11392 CU YD $73,934.08
15 SUBGRADE EXCAVATION $4.87 1,901 CU YD $9,257.87 806 CU YD $3,925.22 806 CU YD $3,925.22
16 SELECT GRANULAR BORROW $4.55 1,901 CU YD $8,649.55 806 CU YD $3,667.30 806 CU YD $3,667.30
17 GEOTEXTILE FABRIC - WOVEN, TYPE 5 $0.85 12,303 SQ YD $10,457.55 1630 SQ YD $1,385.50 1630 SQ YD $1,385.50
18 TOPSOIL BORROW $8.90 6,384 CU YD $56,817.60 1323 CU YD $11,774.70 1638 CU YD $14,578.20
19 EXPLORATORY EXCAVATION $363.00 45 HOUR $16,335.00 HOUR HOUR
20 DITCH CLEANING AND REGRADING $170.00 40 HOUR $6,800.00 13 HOUR $2,210.00 13 HOUR $2,210.00
21 AGGREGATE BASE CLASS 5 $7.50 8,576 CU YD $64,320.00 8576 CU YD $64,320.00 8576 CU YD $64,320.00
22 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 $18.42 647 SQ YD $11,917.74 791 SQ YD $14,570.22 791 SQ YD $14,570.22
23 BITUMINOUS WEAR COURSE- STREETS LV4 $59.24 2,328 TON $137,910.72 50 TON $2,962.00 2375 TON $140,695.00
24 BITUMINOUS NON-WEAR COURSE- STREETS LV3 $51.07 2,328 TON $118,890.96 2436 TON $124,406.52 2436 TON $124,406.52
25 BITUMINOUS MATERIAL FOR TACK COAT $2.04 1,414 GAL $2,884.56 GAL 575 GAL $1,173.00
26 4" PERFORATED P.E. EDGE DRAIN $6.84 2,293 LIN FT $15,684.12 1997 LIN FT $13,659.48 1997 LIN FT $13,659.48
27 4" PVC PIPE DRAIN CLEAN-OUT $103.00 12 EACH $1,236.00 8 EACH $824.00 8 EACH $824.00
28 P.E. YARD DRAIN $155.00 2 EACH $310.00 3 EACH $465.00 3 EACH $465.00
29 12" RC PIPE SEWER CL V DESIGN 3006 STORM $30.35 788 LIN FT $23,915.80 827 LIN FT $25,099.45 827 LIN FT $25,099.45
30 15" RC PIPE SEWER CL V DESIGN 3006 STORM $31.78 97 LIN FT $3,082.66 101 LIN FT $3,209.78 101 LIN FT $3,209.78
31 18" RC PIPE SEWER CL V DESIGN 3006 STORM $44.61 30 LIN FT $1,338.30 48 LIN FT $2,141.28 48 LIN FT $2,141.28
32 21 " RC PIPE SEWER CL III DESIGN 3006 STORM $57.43 26 LIN FT $1,493.18 16 LIN FT $918.88 16 LIN FT $918.88
33 12" RC PIPE APRON W/ TRASH GUARD $598.57 4 EACH $2,394.28 3 EACH $1,795.71 3 EACH $1,795.71
34 15" RC PIPE APRON W/ TRASH GUARD $679.26 2 EACH $1,358.52 4 EACH $2,717.04 4 EACH $2,717.04
35 21" RC PIPE APRON W/ TRASH GUARD $975.48 1 EACH $975.48 1 EACH $975.48 1 EACH $975.48
36 CONNECT TO EXISTING STORM STRUCTURE $541.37 3 EACH $1,624.11 4 EACH $2,165.48 4 EACH $2,165.48
37 CONNECT TO EXISTING STORM SEWER PIPE $367.72 13 EACH $4,780.36 16 EACH $5,883.52 16 EACH $5,883.52
38 CONNECT TO EXISTING SANITARY SEWER PIPE $960.16 9 EACH $8,641.44 11 EACH $10,561.76 11 EACH $10,561.76
39 CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE $633.30 2 EACH $1,266.60 2 EACH $1,266.60 2 EACH $1,266.60
40 CONNECT TO EXISTING SANITARY SEWER MANHOLE $1,082.73 1 EACH $1,082.73 1 EACH $1,082.73 1 EACH $1,082.73
41 4" SANITARY PVC SEWER PIPE $51.07 12 LIN FT $612.84 4 LIN FT $204.28 4 LIN FT $204.28
42 8" SANITARY PVC SEWER PIPE $115.98 29 LIN FT $3,363.42 22 LIN FT $2,551.56 22 LIN FT $2,551.56
43 10" SANITARY PVC SEWER PIPE $119.05 65 LIN FT $7,738.25 76 LIN FT $9,047.80 76 LIN FT $9,047.80
44 10"X4" PVC WYE $245.15 2 EACH $490.30 2 EACH $490.30 2 EACH $490.30
, � , ,
Partial Pay Estimate No.: �
2009 PAVEMENT MANAGEMENT PROGRAM
CITY OF ARDEN HILLS, MINNESOTA
BMI PROJECT NO.: T16.100326
WORK COMPLETED THROUGH 9/30/09
AS BID PREVIOUS ESTIMATE COMPLETED TO DATE
ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED
NO. ITEM PRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
45 HYDRANT $2,982.61 3 EACH $8,947.83 1 EACH $2,982.61 1 EACH $2,982.61
46 LOWER HYDRANT $1,021.45 2 LIN FT $1,532.18 LIN FT 0.5 LIN FT $510.73
47 GATE VALVE AND BOX 6" $1,128.70 3 EACH $3,386.10 1 EACH $1,128.70 1 EACH $1,128.70
48 POLYSTYRENE INSULATION 1.5" THICKNESS $22.68 283 SQ YD $6,418.44 36 SQ YD $816.48 36 SQ YD $816.48
49 REPLACE GATE VALVE BOX TOP SECTION $194.07 3 EACH $582.21 9 EACH $1,746.63 9 EACH $1,746.63
50 REPLACE GATE VALVE BOX MID SECTION $245.15 3 EACH $735.45 2 EACH $490.30 2 EACH $490.30
51 ADJUST GATE VALVE BOX $245.15 13 EACH $3,186.95 9 EACH $2,206.35 12 EACH $2,941.80
52 LOWER MANHOLE $398.36 4 LIN FT $1,593.44 4 LIN FT $1,593.44 4 LIN FT $1,593.44
53 CONSTRUCT DRAINAGE STRUCTURE DES R-1 2' x 3' $1,133.80 33 EACH $37,415.40 32 EACH $36,281.60 32 EACH $36,281.60
54 CONSTRUCT DRAINAGE STRUCTURE DES 4020 - 48" $1,654.74 7 EACH $11,583.18 7 EACH $11,583.18 7 EACH $11,583.18
55 CATCH BASIN CASTING ASSEMBLY R-3067 V STORM SEWER $464.76 33 EACH $15,337.08 32 EACH $14,872.32 32 EACH $14,872.32
56 MANHOLE CASTING ASSEMBLY - STORM SEWER $638.40 15 EACH $9,576.00 11 EACH $7,022.40 14 EACH $8,937.60
57 MANHOLE CASTING ASSEMBLY - SANITARY SEWER $653.72 30 EACH $19,611.60 29 EACH $18,957.88 29 EACH $18,957.88
58 CHIMNEY SEAL $251.28 30 EACH $7,538.40 29 EACH $7,287.12 29 EACH $7,287.12
59 ENERGY DISSIPATION MAT $1.02 800 SQ FT $816.00 350 SQ FT $357.00 350 SQ FT $357.00
60 RIP RAP - CLASS II $86.82 20 CU YD $1,736.40 7 CU YD $607.74 18 CU YD $1,562.76
61 MODULAR BLOCK RETAINING WALL $35.75 80 SQ FT $2,860.00 226 SQ FT $8,079.50 226 SQ FT $8,079.50
62 C�NCRETE CURB AND GUTTER DESIGN B618 $10.46 14,394 LIN FT $150,561.24 14394 LIN FT $150,561.24 14414 LIN FT $150,770.44
63 6" CONCRETE DRIVEWAY PAVEMENT $40.71 1,101 SQ YD $44,821.71 1102 SQ YD $44,862.42 1111 SQ YD $45,228.81
64 CONCRETE VALLEY GUTTER $74.45 35 SQ YD $2,605.75 25 SQ YD $1,861.25 25 SQ YD $1,861.25
65 TRAFFIC CONTROL $2,451.46 1.00 LUMP SUM $2,451.46 0.95 LUMP SUM $2,328.89 1.00 LUMP SUM $2,451.46
66 INLET PROTECTION $204.29 32 EACH $6,537.28 32 EACH $6,537.28 32 EACH $6,537.28
67 FLOTATION SILT CURTAIN TYPE WORK AREA $2.55 62 LIN FT $158.10 50 LIN FT $127.50 50 LIN FT $127.50
68 SILT FENCE - PREASSEMBLED $1.07 4,029 LIN FT $4,311.03 4713 LIN FT $5,042.91 4713 LIN FT $5,042.91
69 SODDING TYPE LAWN $2.04 17,595 SQ YD $35,893.80 13000 SQ YD $26,520.00 13000 SQ YD $26,520.00
70 EROSION CONTROL BLANKET - CATEGORY 3 $0.66 5,848 SQ YD $3,859.68 3732 SQ YD $2,463.12 5000 SQ YD $3,300.00
71 TEMPORARY MAIL BOXES $1,276.80 1 LUMP SUM $1,276.80 1.Q0 LUMP SUM $1,276.80 1.00 LUMP SUM $1,276.80
72 SALVAGE AND REINSTALL MAILBOX $51.07 82 EACH $4,187.74 69 EACH $3,523.83 69 EACH $3,523.83
73 LANDSCAPING ALLOWANCE $20,000.00 1.00 LUMP SUM $20,000.00 0.45 LUMP SUM $9,000.00 0.54 LUMP SUM $10,800.00
74 BIO CELL EXCAVATION $5.85 2,257 CU YD $13,203.45 1820 CU YD $10,647.00 1835 CU YD $1 �,734.75
75 TYPE 'B' SOIL MIX $18.39 1,786 CU YD $32,844.54 1438 CU YD $26,444.82 1443 CU YD $26,536.77
76 DOUBLE SHREDDED HARDWOOD MULCH $24.00 179 CU YD $4,296.00 82 CU YD $1,968.00 135 CU YD $3,240.00
77 TURF REINFORCEMENT MAT $59.24 122 SQ YD $7,227.28 10 SQ YD $592.40 10 SQ YD $592.40
78 LANDSCAPE FABRIC $3.22 1,610 SQ YD $5,184.20 SQ YD SQ YD
79 BLACK POLY EDGER - 5" $1.53 1,230 LIN FT $1,881.90 462 LIN FT $706.86 522 LIN FT $798.66
80 LANDSCAPE ROCK $83.76 135 CU YD $11,307.60 CU YD CU YD
81 PEA GRAVEL $79.67 26 CU YD $2,071.42 CU YD CU YD
82 4" PERFORATED P.E. DRAIN TILE FOR BIO CELLS $5.88 325 LIN FT $1,911.00 51 LIN FT $299.88 51 LIN FT $299.88
83 SHRUBS 2 GALLON CONTAINERS $45.96 156 EACH $7,169.76 156 EACH $7,169.76 156 EACH $7,169.76
84 PLANTS 1 PER 2.25 S.F. $3.06 1,828 EACH $5,593.68 981 EACH $3,001.86 981 EACH $3,001.86
85 GEOTEXTILE FABRIC - NONWOVEN Mn/DOT TYPE 1 $7.15 105 SQ YD $750.75 SQ YD SQ YD
TOTAL AMOUNT: $1,196,405.98 TOTAL AMOUNT: $902,389.95 TOTAL AMOUNT: $1,055,468.96
� . _ ; � � � i