HomeMy WebLinkAbout6.g. Payment 4 & Final - TH 3 Turn Lane Improvements Project, City Project 456 f R�JSE1��lOLII�IT' EXECUTIVE SUMMARY
tITY COUNCIL
City Council Meeting: October 7, 2014
AGENDA ITEM: Payment 4 & Final —TH 3 Turn Lane AGENDA SECTION:
Improvements Project, City Project 456 Consent
PREPARED BY: Phil Olson, PE, Assistant City Eng' r AGENDA NO. � �
.
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
RECOMMENDED ACTION: Motion to Approve Payment 4 and Final for TH 3 Turn Lane
Improvement Project, City Project 456 to Pember Companies, Inc. and Accepting it for
Perpetual Maintenance
BACKGROUND:
This item is on the agenda to request Payment 4 and Final to Pember Companies, Inc. for TH 3 Turn
Lane Improvement Project, City Project 456.
The final construction amount of$251,810.22 is 13.4% less than the contract amount of$290,868.92.
SUMMARY:
Payment 3 was previously approved by Council on September 2, 2014 as the fmal payment on this project.
Due to the tight timeline for grant reunbursement, this fmal payment was processed with agreement from
the contractor that all signed documentation would be provided following the Council meeting. Follo�ving
Council approval, the contractor submitted additional payment re9uests. Upon revie�v, the additional
requests are valid.
Staff now recommends that Council approve Payment 4 and final for the project and accept the pioject
for perpetual maintenance subject to the following conditions.
1. Satisfactorily showing that the contractor has complied�vith the provisions of 1�linnesota Statutes
290.92 requiYing withholding state income ta�.
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 Suret�� to Final Payment cerufication from the contractor's surety.
4. Two-year Maintenance Bond.
G:AI�,NGPRO�\45G\Council Itcros\ZU141U07 CC Pa��ment�1-Final.docs
Page 1
- Owner: City of Rosemount Date: 9/9/2014
2875 145th Street West
��� Rosemount, MN 55068-4941
For Period: 8/2812014 to 9/9/2014 Request No.: 4&FINAL
Contractor: Pember Companies, Inc.
� N4449 469th Street
ce�Issr�ciiucs. lric. Menomonie,WI 54751
Pay Voucher
RSMT-TH 3 Turn Lane Improvements
Client Contract No.:
Project No.: 01928-14
Client Project No.:
Prolect Summarv
1 Original Contract Amount $290,868.92
2 Contract Changes-Addition $0.00
3 Contract Changes-Deduction $0.00
4 Revised Contract Amount $290,868.92
5 Value Completed to Date $251,810.22
6 Material on Hand $0.00
7 Amount Earned $251,810.22
8 Less Retainage $0.00
9 Subtotal $251,810.22
10 Less Amount Paid Previously $246,778.62
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO.4& FINAL $5,031.60
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.
Reco men or Approval by: Construction Observer:
WS & socia s,\I
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Approved by Contractor: Approved b�ner:
Pember C panies,Inc. City Ros 1 unt � '
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Specified Contract Completion Date: Date:
5/29/2015 lT�l,1%�i�
Comment:
Pa�e 2
Project Material Status
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantily Date Quantity Date
ROADWAY
1 2021.501 MOBILIZATtON LUMP SUM $13,250.00 1 1 0 $13,250.OD
2 2101.502 CLEARING TREE 5220.00 6 6.2 3.2 $1,364.00
3 2101.507 GRUBBING TREE $160.00 6 3 0 5480.00
4 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $11.00 380 380 0 34,180.00
5 2104.501 REMOVE SEWER PIPE(SANITARY) LIN FT 58.00 200 0 0 �0.00
6 2104.501 REMOVE CURB AND GUTTER LIN FT 53.00 781 793 27 52,379.00
7 2104.501 REMOVE SANITARY SEWER SERVICE PIPE LIN FT $6.50 13 0 0 $0.00
8 2104.503 REMOVE CONCRETE WALK SQ FT $0.65 4191 4156 0 $2,701.40
9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT 50.76 691 756 0 $574.56
10 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 52.60 397 426 83 $1,107.60
11 2104.509 REMOVE CATCH BASIN EACH 5300.00 8 8 0 $2,400.00
12 2104.509 REMOVE CASTING EACH 570.00 1 1 0 $70.00
13 2 f 04.509 REMOVE SIGN TYPE C EACH 325.00 4 4 0 $100.00
14 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.29 481 481 80 $1,101.49
15 2104.521 SALVAGE WOODEN FENCE LIN FT $5.20 230 39 0 $202.80
16 2104.521 SALVAGE PIPE SEWER LIN FT $11.00 45 0 0 $0.00
17 2104.523 SALVAGE CASTING EACH $70.00 1 0 0 50.00
18 2104.523 SALVAGE CATCH BASIN EACH $320.00 1 0 0 $0.00
19 2104.525 ABANDON MANHOLE EACH $650.00 2 3 3 $1,950.00
20 2104.602 REMOVE MISCELLANEOUS STRUCTURES EACH $270.00 2 2 0 $540.00
21 2105.501 COMMON EXCAVATION(P) CU YD $10.00 986 986 0 59,860.00
22 2105.507 SUBGRADE EXCAVATION(P) CU YD $7.50 862 862 0 $6,465.00
23 2105.522 SELECT GRANULAR BORROW(CV)(P) CU YD 39.70 862 862 0 $5,361.40
24 2105.525 TOPSOIL BORROW(L� CU YD 520.00 1203 835.41 216.38 516,708.20
25 2105.607 HAUL&DISPOSE OF CONTAMINATED MATERIAL CU YD $36.00 400 5 5 $180.00
26 2123.610 STREET SWEEPER(VNTH PICKUP BROOM) HOUR $115.00 20 0 0 $0.00
27 2130.501 WATER M GALLONS 360.00 20 0 0 30.00
28 2211.503 AGGREGATE BASE(C�CLASS 5(P) CU YD $33.00 343 343 0 $11,319.00
29 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(4,F) TON $72.50 381 403.41 17.14 $29,247.23
30 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $8.00 10 250 0 $2,000.00
31 2502.601 IRRIGATION SYSTEM PROVISION LUMP SUM 5100.00 1 0 0 50.00
32 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 336.00 30 62.45 0 52,248.20
33 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 537.00 148 148 0 $5,476.00
34 2503.541 18"RC PIPE SE1/VER DESIGN 3006 LIN FT $39.00 225 225 0 �8,775.00
35 2503.571 INSTALL PIPE SEWER LIN FT $23.00 45 0 0 $0.00
36 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $1,050.�0 1 'I 1 $1,050.00
37 2503.602 CONNECT TO EXISTING STORM SEWER EACH $375.00 7 4 0 $1,500.00
38 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $375.00 1 1 0 5375.00
39 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 5170.00 1 1 1 5170.00
40 2503.602 S"X6"PVC WYE EACH $110.00 4 8 0 5880.00
41 2503.603 TELEVISE SANITARY SEWER LIN FT $1.00 638 638 638 �638.00
42 2503.603 PLUG FILL&ABANDON PIPE SEWER LIN FT 53.00 710 900 900 $2,700.00
43 2503.603 4"PVC PIPE SEWER LIN FT 535.50 172 0 0 �0.00
44 2503.603 6"PVC PIPE SEWER LIN FT 536.00 40 232 0 38,352.00
45 2503.603 8"PVC PIPE SEWER LIN FT 530.00 638 661 170 519,830.00
46 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN F LIN FT 5200.00 43 41.35 0 58,270.00
47 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G L�N FT 5290.00 7.3 5.61 0 51,626.90
48 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 5305.00 18.9 15.05 0 $4,590.25
49 2506.516 CASTING ASSEMBLY EACH $760.00 11 4 0 $3,040.00
50 2506.521 INSTALL CASTING EACH 5285.00 1 0 0 $0.00
Page 3
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
51 2506.6D2 INSTALL CATCH BASIN EACH �485.00 1 0 0 $0.00
52 2506.602 SEAL MANHOLE EACH $100.00 � 2 1 $200.00
53 2506.602 SEAL DRAINAGE STRUCTURE EACH $130.00 1 1 0 5130.00
54 2521.501 4"CONCRETE WALK SQ FT $3.60 6431 5923 0 521,322.80
55 2521.501 6"CONCRETE WALK SQ FT $4.90 326 283 0 51,386.70
56 2521.515 SAWING CONCRETE WALK LIN FT $3.00 13 13 0 539.00
57 2531.501 CONCRETE CURB 8 GUTTER DESIGN B612 LIN FT $14.00 259 261 0 $3,654.00
58 2531.501 CONCRETE CURB&GUTTER DESIGN 8618 LIN FT $22.00 30 27 27 $594.00
59 2531.501 CONCRETE CURB&GUTTER DESIGN B624 LIN FT $15.00 446 445 0 56,675.00
60 2531.618 TRUNCATED DOMES SQ FT 332.00 16 64 0 $2,048.00
61 2554.509 GUIDE POST TYPE B EACH $40.00 2 2 0 $80.00
62 2557.603 INSTAL�WOODEN FENCE LIN FT $14.00 230 39 0 $546.00
63 2563.601 TRAFFIC CONTROL LUMP SUM $6,500.00 1 1 0 $6,500.00
64 2564.531 SIGN PANELS TYPE C SQ FT $33.50 28 28 0 $938.00
65 2564.550 DELINEATOR 7YPE X4-�3 EACH $50.�0 2 2 0 $100.00
66 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT 51.45 2955 1343 0 51,947.35
67 2573.530 STORM DRAIN INLET PROTECTION EACH 5100.00 10 8 0 $SOO.DO
68 2573.540 FILTER LOG TYPE COMPOST LOG LIN FT $7.75 30 24 0 $186.00
69 2573.602 CULVERT PROTECTION EACH $50.00 2 2 0 $100.00
70 2575.501 SEEDING ACRE $750.00 1.1 1.27 1.27 $952.50
71 2575.502 SEED M�XTURE 240 POUND �4.25 81 127 127 5539.75
72 2575.505 SODDING TYPE LA1NN S�YD 53.75 1215 450 450 $1,687.50
73 2575.523 EROSION CONTROL BLANKETS CATEGORY 0 SQ YD 31.75 3915 6075 6075 $10,631.25
74 2575.532 FERTILIZER TYPE 3 POUND $0.98 324 508 508 $497.84
75 2581.501 REMaVABLE PREFORMED PLASTIC MARKING LIN FT $1.15 3500 1750 0 $2,012.50
76 2581.603 REMOVABLE PREFORMED PLASTIC MASK(BLACK) LIN FT $2.20 1350 730 0 51,606.00
77 2582.501 PAVEMENT MESSAGE(RT ARROV�EPDXY EACH 5150.00 1 1 0 5150.00
78 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $1.50 265 282 0 $423.00
Totals For ROADWAY: $251,810.22
Project Totals: $251,810.22
Page 4
Project Payment Status
Owner: City of Rosemount
Client Project No.:
Client Contract No.:
Project No.: 01928-14
Contractor: Pember Companies, Inc.
Contract Chan es
No. Type Date Description Amount
Change Order Totals: $0.00
Pa ment Summa
No. From To Date Payment Total Retainage Total Total Work Totai Work
Date Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 5/6I2014 5/30/2014 $107,592.01 $107,592.01 $5,662.74 $5,662.74 $113,254.75 $113,254.75 $113,254.75
2 6/1I2014 6/24/2014 $99,759.86 $207,351.87 $5,250.52 $10,913.26 $218,265.13 $105,010.38 $218,265.13
3& 6/25/2014 8/27/2014 $39,426.75 $246,778.62 ($10,913.26) $0.00 $246,778.62 $28,513.49 $246,778.62
FINAL
4& g�2g�2014 9/9/2014 $5,031.60 $251,810.22 $0.00 $0.00 $251,810.22 $5,031.60 $251,810.22
FINAL
Payment Totals: $251,810.22 $0.00 $251,810.22 $251,810.22
Proiect Summarv
Material On Hand: $0.00
Total Payment to Date: $251,810.22 Original Contract: $290,868.92
Total Retainage: $0.00 Contract Changes: $0.00
Total Amount Earned: $251,810.22 Revised Contract: $290,868.92
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MINNESOTA City Project 456, April 2014