HomeMy WebLinkAbout4.e. Payment #1, Trunk Highway 3 Improvements, City Project #239 � i
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTtON �
CITY COUNC{L MEETING DATE: October 5, 1993
AGENDA ITEM: Payment #1, Trunk Highway #3 AGENDA SECTION:
Improvements, City Project #239 Consent
PREPARED BY: Bud Osmundson � AGENDA NO.
City Engineer/Assistant Public Works Director
ATTACHMENTS: Payment Voucher #1 AP VE BY.
�
i
This item requests the first payment to Hardrives, fnc. in the amount af $83,605.31 for
construction on City Project #239, Trunk Highway #3 Improvements.
Work completed and represented in this amount as of September 17, 1993 was 20% ofi
the contracted work. At this tirne it appears that the project will be completed in 2-3
weeks. The final lift of bituminous to be installed is a special highway mix which requires
warm weather (50° minimum) to install.
Attached is a copy of the pay voucher for your information. Staff recommends approval
of this first payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #1 TO HARDRIVES, INC. JN
THE AMOUNT OF $83,605.31 FOR THE TRUNK HIGHWAY #3 IMPROVEMENTS, GTY
PROJECT #239.
COUNCIL ACTION:
2
t
� S�c�helen
�����, Mayeron&
�'.'� W ASSOCIdtfS,IIiC.
300 Park Flace Center
5775 Way2ata Boulevard
Minneapolis,MN 55416-1228
September 17, 1993 ilao 9i 3 5i�s
FAX 595-5774
Engineers
Architects
Planners
Surveyors
Mayor and City Council
City of Rosemount
2875 - 145th Street West
Rosemount, MN 55068
Re: S.T.H. 3Improvements
S.A.P. 208-010-01/S.P. 1921-6
City of Rosemount, MN
OSM Project No. 4845.20
Dear Mayor and City CounciL•
Enelosed are four (4) copies of Construction Payment Voucher No. 1 for the referenced
project in the amount of $83,605.3L
Please make payment in the amount of $83,605.31 to Hardrives, Inc., 9724 - lOth Avenue
North, Plymouth, MN 55431 at your earliest convenience.
Sincerely,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
- �� r���vLrx.d�..._
Brian J. Bourassa, P.E.
Project Manager
Enclosures
c: Hardrives, Inc.
Bud Osmundson - City of Rosemount
��
H:\4845.2A\CIVIL\LEI'TERS\VO-1,LTR
Equai Opportunity Employer
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CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 1 Date: September 17, 1993
OSM Project Number; 4845.20 Period Ending: September l�, 1993
Project: S.T.H. 3 IMPR�VEMENTS - S.A.P. 208-010-01/S.P. 1921-61
CITY OF ROSEMOUNT 239
Contractor: HARDRIVES, INC.
9724 lOTH AVENUE NORTH
PLYMOUTH MN 55441
Contract Date: August 17, 1993 Work Started: August 23, 1993
Completion Date: Work Completed;
Original Contract Amount 442,590.71
Total Additions 0.00
Total Deductions 0. 00
Total Funds Encumbered 442,590.71
Total Work Certified to Date 88,005.59
Less Retained Percentage 5.00� 4,400.28
Less Previous Payments 0.00
Total Payments Incl This Voucher 83, 605.31
Balance Carried Forward 358,985.40
APPROVED FOR PAYMENT, THIS VOIICHER 83,605.31
APPROVALS
ORR-SCHELEN-MAYERON & ASSOCIATES, INC.
Pursuant to our field observation, as performed in accordance with our
contract, and based on our professional opinion, materials are
satisfactory and the work properly performed in accordance with the plans
and specifications and that the total work is:
20$ completed as of September 17, 1993.
We herby recommend payment of this voucher.
�
Signed• Signed• ��� �
�Construction Observer •Project M ager/Engineer
HARDRIVES, INC.
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: Title
CITY OF ROSEMOUNT
Checked By: Approved for payment:
Authorized Representative
(� -�j
Date: l' Z� 1 3 Date:
PAGE 1
V 0 U C H E R D E T A 1 L L I S T -
Estimate Voucher Number: 1 Project: S.T.H. 3 1MPROVEMENTS - S.A.P. 208-010-01lS.P. 1921-61 Date: SEPTEMBER 17, 1993
OSM Project Nurriber. 4845.20 CITY OP ROSEMOUNT PROJ. NO.s 239
for
CITY OF ROSEMWNT
IMPROVEMENTS
Contract Contract Completed This Month Total To Date
ttem Spec No Descriptien Gua►rtity Units Unit Price Totat Price Quantity Totat Quantity Total Price
---- -------- ------------------------------------ --------- ---------- ------------- ------------- --------- ------------- --------- ------------
1 2021.501 MOBILIZATION t IUMP SUM 10,000.00 10,000.00 1 10,000.00 1 10,000.00
2 2101.502 CLEARING 3 TREE • 10.00 30.00 1 10.00 1 10.00
3 2101.507 GRUBBING 3 TREE 10.00 30.00 1 10.00 1 10.00
4 2102.502 PAVEMENT MARKING REMOVAL-PERMANENT 1355 LIN FT 1.00 1,355.00 0 0.00 0 0.00
5 2104.501 REhIOVE METAL CUIVERT 418 LIN fT b.00 2,508.00 310 1,860.00 310 • 1,860.00
6 2104.501 REI+�YE CONCRETE GURB 110 LIN FT 2.00 220.00 0 0.00 0 0.00
7 2104.505 REMOYE CONCRETE WALK 40 SQ YD 5.00 200.00 0 Q.00 0 0.00
8 2104.505 REMOVE CONCRETE PAVEMENT 72 SQ YD 8.00 576.00 0 0.00 0 0.00
9 2104.505 REMOYE BITUMINOUS PAVEMENT 1283 SQ lID 2.00 2,566.00 980 1,960.00 980 1;960.00
10 2104.505 REMOVE BI7UMINWS SHOULDER PAVEMENT 8785 SG YD 0.50 4,392.50 8785 4,392.50 8785 4,392.50
11 2104.509 REMOVE HYDRANT 1 EACN 700.00 700.00 0 0.00 0 0.00
12 2104.509 REMOVE SIGN TYPE C 12 EACH 4.00 48.00 10 40.00 10 40.00
13 2104.513 SA4IING BIT PAVEMENT {PUIC DEPTH) 191 LIN FT 2.00 382.00 A 0.00 0 0.00
14 2104.523 SALVAGE MEUL APRON 2 EACN 50.00 100.00 2 100.00 2 100.00
15 2104.523 SALVAGE SIGN 18 EACH 13.Q0 234.00 16 208.00 16 208.00
ib 2105.501 COMMON EXCAYATION 7259 CU YD 4.00 29,036.00 2000 S,OQ0.00 2000 8�000.00
17 2t05.507 SUBGRADE EXCAYATION 3765 CU YD 4.00 15,060.00 1250 5,000.00 1250 5,000.00
18 2105.522 SELECT GRANULAR BORR041 (lV) bQ65 CU YD 4.75 28,808.75 100 475.00 100 475.00
19 2211.501 AGGREGATE BASE CLASS 5 100X CRUSHED 8937 TON 6.00 53,622.00 2329.5 13,97T.00 2329.5 13,977.00
ROCK
20 2221.501 AGGREGATE SNWLDERING CLASS 1 609 TOti 7.00 4,263.00 0 0.00 0 0.00
2t 2231.501 BITUMINOUS PATCNIqG MIXTURE 40 TON 50.00 2,000.00 0 0.00 0 0.00
22 2232.501 MttL BITUMINOUS SURFAGE 1.5° 14461 S� YD 0.50 7,230.50 0 0.00 0 0.00
23 2340.508 TYPE 44 WEARING COURSE MIXTURE 190 TON 20.00 3,800.00 0 0.00 0 0.00
24 2340.508 TYPE 61 WEARING COURSE M[XTURE 3583 TON 26.Q0 93,158.00 0 0.00 0 0.00
25 2340.512 TYPE 41 LEVEIING CWRSE MIXTURE 2289 TON 16.50 37,76$.50 338.96 5,592.84 338.96 5,592.84
26 2340.514 TYPE`31 BASE COURSE MiXTURE 2707 TON 16.50 44,665.50 Tt4.5 11,789.25 714.5 11,789.25
27 235�.502 BITUMINOUS MATERIAL fOR TACK COAT 2T79 GALION 0.80 2,223.20 100 80.00 100 80.00
28 2501.511 15° CS PIPE CUIVERT 14 GAUGE 260 LtN fT 15.00 3,900.00 220 3,300.00 220 3,300.00
29 2501.511 18" CS PIPE CULVERT 14 GAUGE b4 LIN fT 20.00 1,280.40 0 0.00 0 0.00
30 2501.511 24�� CS PIPE CUWERT 14 GAUGE 46 LIN FT 30.00 1,380.00 10 300.00 10 300.00
31 2501.515 12" RC PIPE APRON 2 EACH 300.00 600.00 0 0.00 0 0.00
32 2501.515 15" RC P[PE APRON 2 EACH 350.00 700.00 2 700.40 2 700.Q0
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V O U C H E R D E T A I L l ! S T .
Estimate Voucher Number: 1 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: SEPTEMBER 17, 1993
OSM Project Number: 4845.20 CITY OF ROSEMWNT PROJ. NO.: 239
tor
CITY OF ROSEMWNT
IMPROVEMENTS
Contract Contract Completed This Month Total To Date
[tem Spec No Description Guantity Units Unit Price Total Price Duantity Total Quantity Total Price
33 2501.567 15" CS SAFETY APRON & GRATE DES 3128 12 EACH 325.00 3,900.00 10 3,250.00 10 3,250.00
34 25U1.567 18" CS SAFETY APRON & GRATE DES 3128 2 EACH 400.00 800.00 0 0.00 0 0.00
35 2501.573 1NSTALL METAL APRON 2 EACN 60.00 120.00 1 60.00 1 d0.00
36 2503.541 12" RC PIPE SEUER DESIGN 3006 CL V 114 U N FT 20.00 2,280.00 0 0,00 0 0.00
37 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V 88 LiN FT 22.00 1,936.00 109 2,398.00 109 2,398.00
38 0504.602 NYDRANT 1 EACH 1,800.00 1,800.00 0 0.00 0 0.00
39 3504.602 ADJUST VALVE BOX T EACN 150.00 1,050.00 0 0.00 0 0.00
40 0504.602 6" GATE VALVE AND BOX 1 EACH 500.00 500.00 0 0.00 0 O.OQ
41 0504.603 6" YATER MAIN-DUCT IRON CL 52 6 LIN FT 40.A0 240.00 0 0.00 0 0.00
42 0504.605 4" POLYSTYRENE INSULAT[ON 75 SQ YD 21.00 1,575.00 0 0.00 0 0.00
43 2506.501 CONST DRAINAGE STRUCTURE DESIGN H 7.05 LIN FT 1$0.00 1,269.00 0 0.00 0 0.00
44 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 11,1 LIN fT 200.00 2,220.00 4.5 900.00 4.5 900.00
45 2506.516 GASTING ASSEMBLY 5 EACH 300.00 1,500.00 0 0.00 0 0.00
4b 2506.522 ADJUST FRAME & RING CASTING 6 EACH 150.00 900.00 0 0.00 0 0.00
47 0506.602 CLEAN OUT CATCN BASIN 1 EpCH 250.00 250.00 0 0.00 0 0.00
48 2517.501 RANDOM RIPRAP CIASS III 18 CU lID 70.00 1,260.00 0 0.00 0 0.00
44 2521.501 4° CONCRETE WALK 360 S� FT 2.25 810.00 0 0.00 0 0.00
50 2531.501 CONCRETE CURB & GUTTER DESIGN D424 910 LIN FT 8.30 7,553.00 0 0.00 0 D.00
51 2531.502 CONGRETE CURB DESIGN B6 495 lIN FT 8.90 4,405.SD 0 0.00 0 0.00
52 2531.507 6" CONCRETE DRIVEWAY PAVEMENT 25 SQ YD 22.00 550.00 0 0.00 0 0.00
53 0563.601 TRAFFIC CONTROL 1 Lt�IP SUM 10,000.00 10,000.00 1 10,000.00 1 10,000.00
54 2564.531 F&I SIGN PANELS TYPE C 147 SQ FT 14.00 2,058.00 0 0.00 0 0.00
55 0564.602 INSTALL SIGN TYPE C 18 EACH 16.00 288.00 0 0.00 0 0.00
56 0564.bU2 PAVEMENT MESSA�E (LEFT ARRON) EPDXY 34 EACH 110.00 3,740.00 0 0.00 0 0.00
57 0564.602 PAVEMENT MESSAGE (RIGHT ARRON) EPDXY 10 EACH 110.00 1,100.00 0 0.00 0 0.00
58 0564.603 4" SOLID LINE WHITE-EPDXY 15465 LIN PT 0.23 3,556.95 0 0.00 0 0,00
59 0564.603 12" SOItD LINE WHITE-EPDXY 110 LiN FT 4.15 k56.50 0 0.00 0 0.00
60 0564.603 4�� SOLID LINE YELLOW-EPDXY 14804 LIN FT 0.23 3,404.92 0 0.00 0 0.00
61 0564.603 24" SOL10 LtNE YELL01�-EPDXY 180 LIN FT 3.50 990.00 0 0.00 0 0.00
62 0564.603 4" BROKEN U NE YELLOW-EPDXY 2280 LIN FT 0.32 T29.60 0 0.00 0 0.00
63 0564.604 CROSSUALK MARKING-EPDXY 576 SQ fT 7.15 4,118.40 0 0.00 0 0.00
64 OSb5.602 100P DETECTOR b'X6' 8 EACH 600.00 4,800.00 0 0.00 0 0.00
65 25T3.501 BALE CHECK 100 EACH 6.60 660.00 40 264.00 40 264.00
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V O U C H E R D E T A I L l I S T �
Estimate Voucher Number: 1 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Datec SEPTEMBER 17, 1993
OSM Project Number: 4845.20 CITY OF ROSEMOUNT PROJ. NO.: 239
for
CITY OF ROSEMOUNT
IMPROVEMENTS
Contract Co�tract Compteted This Month Totet To Date
Item Spec No Description Quantity Units Unit Price Totat Price Duantity Totat Ouantity Total Price
66 2573.502 SILT FENCE,HEAVY DUTY 2170 lIN FT 2.50 5,425.00 1290 3,225.00 1290 3,225.00
67 2575.501 SEEDING 5.84 ACRE 165.00 963.60 0 0.00 0 0.00
68 2575.502 SEED MIXTURE 500 102 PWND 3.30 336.60 0 0.00 0 0.00
69 2575.502 SEED MIXTURE 650 267 POUNO 3.60 961.20 0 0.00 0 0.00
70 2575.502 SEED MIXTURE 1000 20 PWND 7.00 140.00 0 0.00 0 0.00
71 2575.505 SODDING TTPE LA1lN 3483 SO YD 1.50 5,224.50 0 0.00 0 0.00
T2 2575.511 MULCH MATERIAL TYPE 1 T.T TON 1T0.00 1,309.00 0 0.00 0 0.00
73 2575.519 DISK ANCH�t[NG 5.33 ACRE 83.00 442.39 0 0.00 -0 0.00
74 2575.523 WOOD fiBER BLANKET TYPE HIGH 2470 SQ YD 1.30 3,211.00 0 0.00 0 0.00
VELOGITY
7'5 2575.531 GOMMERCIAL FERT ANALYSIS 10-20-20 1.34 TON 440.00 589.60 0 0.00 0 0.00
76 2580.501 TEMPORARY LANE MARKING 110 ROAD STA 3.00 330.00 38 114.00 38 114.00
TOTAL IMPROVEMENTS S 442,590.71 S 88,005.59 S 88,005.59
SUB-TOTAI S 442,590.71 f 88,005.59 S tiS,005.59
� � � . . . ====_o_===_=a_:_s=== exs===s_=xa_�_===eaa -=a.:__=o:==x==ema_s. . .
GRAND TOTAI S 442,540.71 S 88,005.59 3 88,005.59
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