HomeMy WebLinkAbout6.n. Payment 8 & Final – Prestwick Place 3rd Street and Utility Improvements, City Project 436 4 ROSEMOUNT EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: December 18, 2012
AGENDA ITEM: Payment #8 & Final — Prestwick Place 3rd AGENDA SECTION:
Street and Utility Improvements, City Consent
Project 436
PREPARED BY: Andrew J. Brotzler, PE, Director o blic AGENDA NO.
Works / City Engineer /
•
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
aro
RECOMMENDED ACTION: Motion to Approve Payment#8 and Final for the Prestwick
Place 3rd Street and Utility Improvements, City Project 436, to LaTour Construction, Inc.
and Accepting it for Perpetual Maintenance.
BACKGROUND:
This item is on the agenda to request Payment#8 and Final to LaTour Construction,Inc.for the
Prestwick Place 3rd Addition,City Project 436.
The final construction amount of$1,131,743.67 is 1% below the contract amount of$1,141,437.31.
The project was funded by the developer,U.S. Home Corporation,with a portion of the project costs
being assessed to the included properties through a Petition&Waiver Agreement.
SUMMARY:
Staff recommends that Council approve Payment#8 and final for the project and accept the project for
perpetual maintenance subject to the following conditions.
1. Satisfactorily showing that the contractor has complied with the provisions of Minnesota Statutes
290.92 requiring withholding state income tax.
2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the
contract have been fully paid or satisfactorily secured.
3. Consent of Surety to Final Payment certification from the contractor's surety.
4. Two-year maintenance bond.
RO\4 20121204 P
G:\ENGP J 36\ CC Payment 8&Final.docx
WSB
&Assoc- Engineering • Planning • Environmental • Construction 701 Xenia Avenue South
Suite 300
Minneapolis,MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
December 4, 2012
Mr. Steve LaTour
LaTour Construction, Inc.
2134 County Road 8 NW
Maple Lake, MN 55358
Re: Construction Pay Voucher No. 8(Final)
Prestwick Place 3`d Addition
Street and Utility Construction
City of Rosemount Project No. 436
WSB Project No. 1916-42
Dear Mr. LaTour:
Please find enclosed Construction Pay Voucher No. 8 and final(in triplicate)for the above-referenced
project for your review and signature. Please sign all three originals and return to the City of
Rosemount for processing. Please note that the original signed vouchers must be accompanied by the
following documents when submitting for final payment.
1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes
290.92 requiring withholding state income tax(IC134 forms).
2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the
contract have been fully paid or satisfactorily secured(lien waivers).
3. Consent of Surety to Final Payment certification from the contractor's surety.
4. Two-year Maintenance Bond(warranty start date to coincide with the date Council approves final
payment).
If you have any questions or concerns, please contact me at 651-322-2015. Thank you for your prompt
attention to this matter.
Sincerely,
WSB&Associates,Inc.
c2QetlMP%''e
Phil Olson,PE
Project Engineer
Enclosures
cc: Andy Brotzler, City of Rosemount
Cindy Dorniden, City of Rosemount srb
Minneapolis•St. Cloud
Equal Opportunity Employer
C:IL'sers`cad`.tppData'Local\Micros f'.It'indows.Tentporar,Internet Files'.Content OntlookfODLI:IiJ`,436 LTR TO.4 FVL CTR-s latoar-I20412.doc
Owner: City of Rosemount
Date: 12/4/2012
2875 145th Street West
WSB Rosemount, MN 55068-4941
For Period: 8/1/2012 to 11/30/2012 Request No.: 8&FINAL
Contractor: Latour Construction
2134 County Road 8 NW
Associate,;, inc. Maple Lake, MN 55358
Pay Voucher
RSMT- Prestwick Place 3rd Addition
Client Contract No.:
Project No.: 01916-42
Client Project No.:436
Proiect Summary
1 Original Contract Amount $1,141,437.31
2 Contract Changes-Addition $0.00
3 Contract Changes-Deduction $0.00
4 Revised Contract Amount $1,141,437.31
5 Value Completed to Date $1,131,743.67
6 Material on Hand $0.00
7 Amount Earned $1,131,743.67
8 Less Retainage $0.00
9 Subtotal $1,131,743.67
10 Less Amount Paid Previously $1,108,463.25
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO.8&FINAL $23,280.42
I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT,THAT THE
CONTRACT HAS BEEN COMPLETED,THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN
PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH,AND PURSUANT TO,THE
TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER.
Recom ended for pproval by: Construction Observer:
WSB : As-o•'a Lif
- -�o�.� - —
Approved by Contractor: Approved by Owner:
Latour Cor- uction 401 City of Rosemount
6tAeZaa,Q0-4-.0"
Specified Contract Completion Date: Date:
12/31/2011
Comment:
Page 1
. . ,
Project Material Status
Iltern 'item 'Description IL nits 1Unit Price Contract I Quantity to 1Cur-ent {Amount to 1
iNo. 1 I Quantity !Date ;Quantity 1Date 1
I SCHEDULE A-ABBEYFIELD AVENUE SURFACE IMPROVEMENTS
1 12021.501!MOBIL:Z.471CM 'LUMP SUM $20.300.001 .11 I, 01 $20.000.001
1
2 2104.501 REMOVE CURB AND GUTTER 1LiN 77 33.901 201 n I C! $0.001
3 I 2104.5031REMOVE CONCRETE WALK SQ FT $0.801
1001 32.51 O 525.00 I
i
4 2104.505 REMOVE BITUMINOUS PAVEMENT ,sa YD $2.90 201 151.11 01 $438.221
5 2104.5111 SAVMNG CONCRETE PAVEMENT(FULL DEPTH) UN FT $5.001 101 0 01 $0.001
6 12104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 1L1N FT 1 $4.001 401 34:812! 01 $136.00
7 2105.501 COMMON EXCAVATION CU YD $4.40 200 200 $3,572.80
8 2105.522 SELECT GRANULAR BORROW(CV) CU YD $10.00 45001 4924.11 114.1 $49,241.00
9 2112.501 SUBGRADE PREPARATION ROAD STA $370.00 14.51 141 0 $5,180.00
10 2211.501 AGGREGATE BASE CLASS 5 TON $10.40 2400 2066.8 83.62 $21,494.72
11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 600 539.5 0 $1,618.50
12 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $57.60 1000 828.05 0 $47,695.68
13 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $57.60 670 653 0 $37,612.80
14 2521.501 6"CONCRETE WALK SQ FT $4.55 700 641 0 $2,916.55
15 2521.511 2"BITUMINOUS WALK SQ FT $2.00 22700 22952 0 $45,904.00
16 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $9.50 2750 3085 0 $29,307.50
17 2531.618 TRUNCATED DOMES SQ FT $32.00 72 116 0 $3,712.00
18 2545.523 4"NON-METALLIC CONDUIT LIN FT $8.50 130 307 0 $2,609.50
19 2564.531 SIGN PANELS TYPE C SQ FT $31.00 26 84.75 0 $2,627.25
20 2554.602 TEMPORARY BARRICADES EACH $250.00 4 4 4 $1,000.00
21 2564.602 FURNISH&INSTALL SIGN PANEL TYPE D EACH $300.00 3 3 0 $900.00
22 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.05 2500 50 0 $52.50
23 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 14 17 0 $2,550.00
24 2575.502 SEED MIXTURE 260 POUND $2.15 110 284 0 $610.60
25 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $2.55 3600 0 0 $0.00
26 2575.511 MULCH MATERIAL TYPE 1 TON $205.00 2.1 5.68 0 $1,164.40
27 2575.519 DISK ANCHORING ACRE $55.00 1.1 2.84 0 $156.20,
28 2575.605 SEEDING(INCL.TOPSOIL&FERTILIZER) ACRE $205.00 1.1 2.84 0 $582.20
29 2582.501 PAVEMENT MESSAGE(LEFT-THRU ARROW)PAINT EACH $76.00 2 0 0 $0.00
30 2582.501 PAVEMENT MESSAGE(LEFT-THRU ARROW)EPDXY EACH $180.00 2 2 0 $360.00
31 2582.501 PAVEMENT MESSAGE(RIGHT ARROVV)PAINT EACH $51.00 2 0 0 $0.00
32 2582.501 PAVEMENT MESSAGE(RIGHT ARROVV)EPDXY EACH $126.00 2 2 0 $252.00
33 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.25 2950 2367 0 $591.75
34 2582.502 4"SOLID LINE WHITE-PAINT LIN FT $0.10 2950 0 0 $0.00
35 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.55 1350 1332 0 $732.60
36 2582.502 4"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $0.20 1350 0 0 $0.00
37 2582.503 CROSSWALK MARKING-EPDXY SQ FT $4.25 110 90 0 $382.50
38 2582.503 CROSSWALK MARKING-PAINT SQ FT $1.55 110 0 0 $0.00
Totals For Section SCHEDULE A-ABBEYFIELD AVENUE SURFACE IMPROVEMENTS: $283,427.27
SCHEDULE B-ABBEYFIELD AVENUE SANITARY SEWER IMPROVEMENTS
39 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $21.00 10 0 0 $0.00
40 2503.602.CONNECT TO EXISTING SANITARY SEVVER EACH $1,100.00 1 1 0 $1,100.00
41 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT $23.00 146 146 0 $3,358.00
42 2506.516,CASTING ASSEMBLY EACH $570.00 1 2 0 $1,140.00
43 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $133.00 9.3 8.62 0 $1,146.46
44 2503.603 TELEVISE SANITARY SEWER LIN FT $1.10 146 146 55 $160.60
Totals For Section SCHEDULE B-ABBEYFIELD AVENUE SANITARY SEWER IMPROVEMENTS: $6,905.06
SCHEDULE C-ABBEYFIELD AVENUE WATER MAIN IMPROVEMENTS
45 2104.501 REMOVE WATER MAIN LIN FT $5.80 15 3.5 0 $20.30
46 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00
Page 2
1
Item Item 1 Description Units [Unit Price I Contract Quantity to Current Amount to
No. i Quantity Date Quantity Date
147 125004.602I HYDRANT ASSEMBLY TEACH $2,950.001 41 1
41 01 $11,800.00)
48 2504.6021CONNECT TO EXISTING'WATER MAIN
!EACH $800 ! 31 3 u $2.400.001
I
49 i 2504.66021 GATE AL/E AND 30X 'EACH I $1.110.00! 41 41 c i s
1
f $ 440.70
50 12504.6 218"GATE L L F AND BOX 'EACH $1.710_00` 21, 21 01 $3.420.001
51 2504.603318"WATER MAIN-DUCT IRON CL 52 I LiN FT I $26.001 1001 321 01 $2,132-00
52 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $32.001 13901 13951 01 $44.640.3301
53 2504.8803116"WATER MAIN-DUCT IRON CL 52 LIN FT 579.001 1 51 3.51 0$ 276.501
54 2504.504±4"POLYSTYRENE INSULATION SO YD I $40 301 201 01 01 $0 .00
55 2504.608IDUCTILE IRON FITTINGS POUND I $2.751 22001 19351 01 $5,321.25
Totals For Section SCHEDULE C-ABBEYFIELD AVENUE WATER MAIN IMPROVEMENTS: $74,450.05
SCHEDULE D-ABBEYFIELD AVENUE STORM SEWER IMPROVEMENTS
56 2501.515 18"RC PIPE APRON EACH $460.00 2 2 0 $920.00
57 2501.602 TRASH GUARD FOR 18"PIPE APRON EACH $175.00 2 2 0 $350.00
58 2502.541 4"PERF PE PIPE DRAIN LIN FT $5.50 300 300 0 $1,650.00
59 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $21.00 178 240 0 $5,040.00
60 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $22.50 104 104 0 $2,340.00
61 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $33.00 156 156 0 $5,148.00
62 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $38.50 82 82 0 $3,157.00
63 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $43.30 324 324 0 $14,029.20
64 2503.541 33"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $44.00 276 276 0 $12,144.00
65 2503.541 42"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $64.00 141 141 0 $9,024.00
66 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $143.00 8.88 20.27 0 $2,898.61
67 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $230.00 77.58 73.09 0 $16,810.70
68 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $400.00 8.19 7.89 0 $3,156.00
69 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2'X3') EACH $1,240.00 5 3 0 $3,720.00
70 2506.516 CASTING ASSEMBLY(CATCH BASIN) EACH $420.00 9 14 0 $5,880.00
71 2506.516 CASTING ASSEMBLY EACH $680.00 1 2 0 $1,360.00
Totals For Section SCHEDULE D-ABBEYFIELD AVENUE STORM SEWER IMPROVEMENTS: $87,627.51
SCHEDULE E-ABBEYFIELD AVENUE TRUNK STORM SEWER IMPROVEMENTS
72 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $32.00 341 343 0 $10,976.00
-
73 2503.602 CONNECT TO EXISTING STORM SEWER EACH $970.00 1 1 0 $970.00
74 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $119.00 29.23 29.23 1.79 $3,478.37
75 2506.516 CASTING ASSEMBLY EACH $480.00 2 2 0 $960.00
Totals For Section SCHEDULE E-ABBEYFIELD AVENUE TRUNK STORM SEWER IMPROVEMENTS:_ $16,384.37
SCHEDULE F-AILESBURY AVENUE&AILESBURY COURT SURFACE IMPROVEMENTS
76 2021.501 MOBILIZATION LUMP SUM $12,000.00 1 1 0 $12,000.00
77 2105.501 COMMON EXCAVATION CU YD $4.40 200 760 0 $3,344.00
78 2105.522 SELECT GRANULAR BORROW(CV) CU YD $10.00, 3700 3963.17 64.17 $39,631.70
79 2112.501 SUBGRADE PREPARATION ROAD STA $330.00 11.4 11.4 0 $3,762.00
80 2211.501 AGGREGATE BASE CLASS 5 TON $10.40 1900 1686.29 0 $17,537.42
81 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 250 545.5 0 $1,636.50
82 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $57.60 550 480.56 0 $27,680.26
83 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,0) TON $57.60 550 535.15 0 $30,824.64
84 2521.501 6"CONCRETE WALK SQ FT $4.55 8400 8178 0 $37,209.90
85 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $9.30 2350 2575 0 $23,947.50
86 2545.523 4"NON-METALLIC CONDUIT LIN FT $8.00 130 330 0 $2,640.00
87 2554.602 PERMANENT BARRICADES(TYPE III) EACH $250.00 3 3 0 $750.00
88 2564.602 FURNISH&INSTALL SIGN PANEL TYPE D EACH $300.00 1 4.85 0 $1,455.00
89 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.05 3550 184 0 $193.20
90 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 15 18 0 $2,700.00
Page 3
Item No Item Description 1Units I Unit Price 1Contract Quantity'Quantity to Date Current Quantity lAmount to Date
91 12575.502 SEED MIXTURE 260 !POUND $2.151 3101 5791 01 31,244.851
92 12575.523 ERosicrq CONTROL BLANKETS CATEGORY 4 SO YD j $1.101 6001 500! 01 3550.001
93 2575.505 SODDING TYPE LAWN(INCL.TOPSOIL&FER T, ,SG V0 $2.551 28001 01 ,,i
Li $0
94
12575.5111MULCH MATERIAL TYPE 1 !TON 315530! 61 11.58! 01 $1.794 901
95 2575.5191DISK ANCHORING I ACRE $51.001 3' 5.791 C I
I $295.291
96 2575.635 SEEDING{INC_.TOPSOIL&FERTILIZER.) IAC,RE 3155.00 i 3.1i 5.79 CI $897.451
Totals For Section SCHEDULE F-AILESBURY AVENUE&AILESBURY COURT SURF,ACE IMPROVEMENTS $210,094.611
SCHEDULE G-AILESBURY AVENUE&AILESBURY COURT SANITARY SEWER IMPROVEMENTS i
97 2451.602'GRANULAR FOUNDATION AND/OR BEDDING ON 1 321.001 101 01 01 30.001
98 2503.6011SANITARY SEWER BYPASS PUMPING ILUMP SUM 1$2,900.00
i 1 11 0 $2,900.001
99 2503.602!CONNECT TO EXISTING SANITARY SEWER EACH $1,300.00 11 1 0 $1,300.001
100 2503.602 8"X4"PVC VNE EACH $128.00 29' 29 0 $3,712.00
101 2503.602 8"X6"PVC WYE ,EACH $170.00 1 1 0 $170.00
102 2503.603 4"PVC PIPE SEWER-SDR 26 LIN FT $14.00 1450 1412.5 0 $19,775.00
103 2503.603 6"PVC PIPE SEWER-SDR 26 LIN FT $17.00 40 42 0 $714.00
104 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT $24.00 1351 1350 0 $32,400.00
105 2503.603 8"PVC PIPE SEWER-SDR 35 LIN FT $18.00 255 255 0 $4,590.00
106 2506.516 CASTING ASSEMBLY EACH $810.00 9 10 0 $8,100.00
107 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $104.00 117.8 150.04 0 $15,604.16
108 2506.603 CONST 72"DIA SAN SEWER MANHOLE LIN FT $360.00 8 9.07 0 $3,265.20
109 2503.603 TELEVISE SANITARY SEWER LIN FT $1.10 1606 1605 534 $1,765.50
Totals For Section SCHEDULE G-AILESBURY AVENUE&AILESBURY COURT SANITARY SEWER IMPROVEMENTS: $94,295.86,
SCHEDULE H-AILESBURY AVENUE&AILESBURY COURT WATER MAIN IMPROVEMENTS
110 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00
111 2504.602 HYDRANT ASSEMBLY EACH $2,950.00 3 4 0 $11,800.00
112 2504.602 1"CORPORATION STOP EACH $92.00 29 29 0 $2,668.00
113 2504.602,1"CURB STOP&BOX EACH $200.00 29, 29 0 $5,800.00
114 2504.602,6"GATE VALVE AND BOX EACH $1,200.00 4 4 0 $4,800.00
115 2504.602 8"GATE VALVE AND BOX EACH $1,700.00 4 4 0 $6,800.00
116 2504.603 1"TYPE K COPPER PIPE LIN FT $14.00 1250 1190 0 $16,660.00
117 2504.6036"WATER MAIN-DUCT IRON CL 52 LIN FT $26.00 95 124 0 $3,224.00
118 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $32.00 1395 1396 0 $44,672.00
119 2504.604 4"POLYSTYRENE INSULATION SQ YD $40.00 20 0 0 $0.00
120 2504.608 DUCTILE IRON FITTINGS POUND $2.75 2800 1980 0 $5,445.00
Totals For Section SCHEDULE H-AILESBURY AVENUE&AILESBURY COURT WATER MAIN IMPROVEMENTS: $101,869.00
SCHEDULE I-AILESBURY AVENUE&AILESBURY COURT STORM SEWER IMPROVEMENTS
121 2501.515 18"RC PIPE APRON EACH $460.00 2, 4 0 $1,840.00,
122 2501.515 24"RC PIPE APRON EACH $500.00 1 1 0 $500.00,
123 2501.602 42"RC PIPE APRON W/PILING EACH $2,400.00 1 1 0 $2,400.00
124 2501.602 TRASH GUARD FOR 18"PIPE APRON EACH $170.00 2 2 0 $340.00
125 2501.602 TRASH GUARD FOR 24"PIPE APRON EACH $380.00 1 1 0 $380.00
126 2501.602 TRASH GUARD FOR 42"PIPE APRON EACH $810.00 1 1 0 $810.00
127 2502.541 4"PERF PE PIPE DRAIN LIN FT $5.50 250 250 0 $1,375.00
128 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $22.00 739 759 0 $16,698.00
129 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.00 190 178 0 $4,094.00
130 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $28.00 78 68 0 $1,904.00
131 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $37.00 155 155 0 $5,735.00
132 2503.541 33"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $46.00 378 378 0 $17,388.00
133 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $71.00 608 608 0 $43,168.00
134 2503.541 42"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $90.00 48 48 0 $4,320.00
Page 4
Itecm (Item Description [Units Unit Price I Contract Quantity to Current Amount to
Quantity Date Quantity Date
135 12503.602 CONSTRUCT BULKHEAD IEA.CH $190.001 11 1.1 C' $190.00
'
1136 12506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 L`i FT $240_0 8.41! 7.8'1 0 31,588.30i
1137 12506 50 L CNS 1 RUCT DRAINAGE STRUCTURE DESIGN 30-402C ;LIN=T j $160.00 99.321 01.521 0! 313,273 301
1138 12506.501 CO• T DRAINAGE _D N = CI 2
JS R C RAINAGE STRUCTL4 DESIGN .2 402 �',, $ »0.„-, SO.: 54
139 12506.5021CC`.STRL. DRAINAGE STRUCTURE DESIGN C 1EA.CH 1$1,1C0.0C% 51 S'i 0 i $5,500.301
140 12506.5021CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2'X3')1EACH 1$1,300.00 31 31 01 $3,900.001
141 12506.502 i CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 j EACH 1$9,000.001 1!, 0 $9,000.00
142 12506.502'CONSTRUCT DRAINAGE STRUCTURE DESIGN S ECiAL 3 'EACH $4 3 00.001 ,I 11 01 54,300.001
143 2506.5161CASTING ASSEMBLY(CATCH BASIN) EACH ( $420.001 81 12.461 0.461 $5,233.20
144 2506.516 CASTING ASSEMBLY EACH $340.001 5 9.251 5.25 $3,145.00
145 2503.602 CONNECT TO EXISTING STORM SEWER EACH $750.00 1 11 0 $750.00
146 2511.501 RANDOM RIPRAP CLASS III CU YD $60.00 61 C 551 0 $3,300.00
147 2511.501 RANDOM RIPRAP CLASS IV-GROUTED CU YD $110.00 50 88.89 43.89 $9,777.90
148 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SQ YD $2.00 123 184 0 $368.00
Totals For Section SCHEDULE I-AILESBURY AVENUE&AILESBURY COURT STORM SEWER IMPROVEMENTS: $179,538.50
SCHEDULE J-COUNTY ROAD 42 TURN LANE IMPROVEMENTS
149 2021.501 MOBILIZATION LUMP SUM $2,400.00 1 1 0 $2,400.00
150 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.90 710 703.28 0 $2,742.79
151 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $3.50 650 650 0 $2,275.00
152 2105.501 COMMON EXCAVATION CU YD $2.90 1800 1800 372.78 $5,220.00
153 2105.507 SUBGRADE EXCAVATION CU YD $5.50 100 80 0 $440.00
154 2105.522 SELECT GRANULAR BORROW(CV) CU YD $12.00 900 972.08 0 $11,664.96
155 2105.601 MINOR GRADING 1 LUMP SUM_ $670.00 1 1 0 $670.00
156 2112.501 SUBGRADE PREPARATION ROAD STA $150.00 6.3 6.33 0 $949.50
157 2211.501 AGGREGATE BASE CLASS 5 TON $10.00 900 636 0 $6,360.00
158 2221.501 AGGREGATE SHOULDERING CLASS 5 TON $17.00 100 94.27 0 $1,602.59
159 2232.501 MILL BITUMINOUS SURFACE SQ YD $15.00 75 73 0 $1,095.00
160 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 150 275 0 $825.00
161 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(3,C) TON $65.70 340 293.81 0 $19,303.32
162 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,B) TON $65.70 260 224.64 0 $14,758.85
163 2563.601 TRAFFIC CONTROL LUMP SUM $1,775.00 1 2.52 0 $4,473.00
164 2564.531 SIGN PANELS TYPE C SQ FT $31.00 18.5 15.5 0 $480.50
165 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.05 700 0 0 $0.00
166 2575.502 SEED MIXTURE 260 POUND $2.15 40 26.5 0 $56.98
167 2575.523 EROSION CONTROL BLANKETS CATEGORY 4 SQ YD $1.10 2000 1187 0 $1,305.70
168 2575.605 SEEDING(INCL.TOPSOIL&FERTILIZER) ACRE $305.00 0.4 0.25 0 $76.25
169 2582.501 PAVEMENT MESSAGE(RIGHT ARROW)EPDXY EACH $126.00 2 2 0 $252.00
170 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.25 780 800 0 $200.00
Totals For SCHEDULE J-COUNTY ROAD 42 TURN LANE IMPROVEMENTS: $77,151.44
Project Totals: $1,131,743.67
Page 5
Project Payment Status
Owner: City of Rosemount
Client Project No.:436
Client Contract No.:
Project No.: 0'916-42
Contractor: Latour Construction
Contract Changes
No. Type Date Description Amount
Change Order Totals:1 $0.001
Payment Summary _
No. From To Date Payment Total Retainage Total Total Payment Work Total Work
Date Payment Per Payment Retainage + Retainage Certified Per Certified
Payment
1 10/1/2011 10/31/2011 $388,865.32 $388,865.32 $20,466.60 $20,466.60 $409,331.92 $409,331.92 $409,331.92
2 11/1/2011 11/30/2011 $371,356.42 $760,221.74 $19,156.11 $39,622.71 $799,844.45 $383,122.23 $792,454.15
3 12/1/2011 12/31/2011 $6,042.95 $766,264.69 $318.05 $39,940.76 $806,205.45 $6,361.00 $798,815.15
4 1/1/2012 4/30/2012 $138,075.57 $904,340.26 $7,656.10 $47,596.86 $951,937.12 $153,121.97 $951,937.12
5 5/1/2012 5/31/2012 $51,502.74 $955,843.00 $2,710.67 $50,307.53 $1,006,150.53 $54,213.41 $1,006,150.53
6 6/1/2012 6/30/2012 $43,805.79 $999,648.79 $2,305.56 $52,613.09 $1,052,261.88 $46,111.35 $1,052,261.88
7 7/1/2012 7/31/2012 $108,814.46 $1,108,463.25 ($42,613.09) $10,000.00 $1,118,463.25 $66,201.37 $1,118,463.25
8& 8/1/2012 11/30/2012 $23,280.42 $1,131,743.67 ($10,000.00) $0.00 $1,131,743.67 $13,280.42 $1,131,743.67
FINAL
Payment Totals: $1,131,743.67 $0.00 $1,131,743.67 $1,131,743.67
Project Summary
Material On Hand: $0.00
Total Payment to Date: $1,131,743.67 Original Contract: $1,141,437.31
Total Retainage: $0.00 Contract Changes: $0.00
Total Amount Earned: $1,131,743.67 Revised Contract: $1,141,437.31
Page 6
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