HomeMy WebLinkAbout4.j. Payment No. 3 Trunk Highway 3 Improvements, City Project #239 .
CITY OF ROSEMOUNT
LXECIITIVE SIIbmSARY FOR ACTION
CITY COUNCIL MEETING DATE: April 19, 1994
AGTNDA ITEM: Payment #3, Trunk Highway #3 AGENDA SECTION:
Improvements, City Project #239, SP 921-61 Consent
PREPARED BY: Bud Osmundson AGENDA N��� � � � �
City Engineer/Assistant Public Works Director �,
ATTAC�1'TS: Payment Voucher #3 APPROVED BY:
/
This item request the third payment to Hardrives, Inc in the amount of
$27, 553 .52 for construction on City Project #239, Trunk Highway #3
Improvements, State Project No. 1921-61. This payment includes change
order No. 1 which is a separate item on this agenda.
Work completed and represented in this amount as of February 4, 1994
was 97% of the contracted work.
Attached is a copy of the pay voucher for your information. Staff
recommends approval of this third payment request.
RECOb�iENDED ACTION: MOTION TO APPROVE PAYMENT #3 TO HARDRIVES, INC. IN
THE AMOUNT OF $27, 553 .52 FOR THE TRUNK HIGHWAY #3 IMPROVEMENTS, CITY I
PROJECT #239, SP. N0. 1921-61. '�
COtTNCIL ACTION:
1
osa�
Mayeron&
Associates,tnc.
300 Park Place Center
5775 Wayzata Boulevazd
Minneapolis,MN 55416-1228
612-595-5775
1-800-753-5775
FAX 595-5774
Engineers
MarCh 23 1994 Aretutects
� 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. 1921-61
City of Rosemount Project No. 239
OSM Project No. 4845.20
Dear Mayor and City Council:
Enclosed are four (4) copies of Construction Pay Voucher No. 3 and Change Order No. 1
for the referenced project in the amount of $27,553.52. �
Please make payment in this amount to Hardrives, Inc., 9724 lOth Avenue North,Plymouth,
MN 5544-1 at your earliest convenience.
Sincerely,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
.
Brian J. Bourassa, .E.
Project Manager
Enclosures I
c: Hardrives, Inc.
Mr. Bud Osmundson, City of Rosemount
nm
x:�aau.2o�civ�[.�coxxFs�vas.[.�
Equal Opportunity Employer
. r
� CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 3 Date: February 4, 1994
OSM Project Number: 4845.20 Period Ending: February 4, 1994
Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61
CITY OF ROSEMOUNT 239
Contractor: HARDRIVES, INC.
9724 lOTH AVENUE NORTH
PLYMOUTH MN 55441
• ed: Au ust 23 1993
993 Work Start ,
Contract Date. August 17, 1 g
Completion Date: Work Completed:
Original Contract Amount 442,590.71
Total Additions 12,217.48
Total Deductions -494.00 �
Total Funds Encumbered 454, 314, 19
Total Work Certified to Date 442,713.48
Less Retained Percentage 5.00% 22, 135. 67
Less Previous Payments 393,024.28
Total Payments Inc1 This Voucher 420, 577.80
Balance Carried Forward 33,736.39
APPROVED FOR PAYMENT� THIS VOUCHER 27,553.52
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:
97� completed as of February 4, 1994.
We herby recommend payment of this voucher.
S igned• S igned• ��`'`'
•Construction Observer �Project Man ger/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: � �C�.�l'").1!1�_��,�5;.[�� S igned By
Date: �'�,�.�•-'t� T itl e
CITY OF ROSEMOUNT
Checked By: Ap rov d for payment:
d Re resentative � I
uthorize p
Date: Date: `� �f� �-'"G�
PAGE 1
VOUCHER DETAIL L1ST
Estimate Voucher Number: 3 Project: S.T.N. 3 1MPROVEMENTS - S.A.P. 208-010-Ot/S.P. 1921-61 Date: FEBRUARY 4, 1994
OSM Project Number: 4845.20 CITY OF ROSEMOUNT PROJ. NO.: 239
for `
CITY OF ROSEMWNT
IMPROVEMENTS
Contract Contract Completed This Month Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Quantity Totat Ouantity Total Price
---- -------- ----•------------------_..---------- --------- ---------- -_._..------- ------------- --------- ------------- --------- ------------
1 2021.501 MOBILI2ATION t LUMP SUM 10,000.00 10,000.00 0 0.00 1 10,000.00
2 2101.502 CLEARING 3 TREE 10.00 30.00 0 0.00 1 10.00
3 2101.507 GRUBBING 3 TREE 10.00 30.00 0 0.00 1 10.00
4 2102,502 PAVEMENT MARKING REMOVAL-PERMANENT 1355 LIN FT 1.00 1,355.00 3774 3,774.00 3774 3,7T4.00
5 2104.501 REMOVE METAL CULVERT 418 LIN fT 6.00 2,508.00 0 0.00 410 2,460.00
6 2104.SO1 REMOVE CONCRETE CURB 110 LIN fT 2.00 220.00 0 0.00 232 464.00
7 2104.505 REMOVE CONCRETE WALK 40 SQ YD 5.00 200.00 0 0.00 122 610.00
8 2104.505 REMOVE CONCRETE PAVEMENT 72 S4 YD 8.00 576.00 0 0.00 40 320.00
9 2104.505 REMOVE BITUMINWS PAVEMENT 1283 Sa YD 2.00 2,566.00 0 0.00 1140 2,280.00
10 2104.505 REMOVE BITUMiNWS SMOULDER PAVEMENT 8T85 SQ YD 0.50 4,392.50 0 0.00 8785 4,392.50
11 2104.509 REMOVE HYDRANT 1 EACH 700.00 700.Q0 0 0.00 1 700.00
12 2104.509 REMOVE SIGN TYPE C 12 EACH 4.00 48.00 0 0.00 12 48.00
13 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) 191 LIN FT 2.00 382.00 68.5 137.00 84.5 169.00
14 2104.523 SpIVAGE METAL APRON 2 EACH 50.00 100.00 0 0.00 2 100.00
15 2104.523 SALVAGE SlGN 18 EACH 13.00 234.00 0 0.00 18 234.00
16 2105.501 COMMON EXCAVATION 7259 CU YD 4.00 29,036.00 159 636.00 7259 29,036.00
17 2105.507 SUBGRADE EXCAVATION 37G5 CU YD 4.00 15,060.00 1465 5,860.09 3765 15,060.00
18 2105.522 SEkECT GRANULAR BORROtI (lV) 6065 CU YD 4.75 28,808.75 512 2,432.00 3925 18,643.75
19 2211.501 AGGREGATE BASE CLASS 5 100X CRUSNED 8937 T01d 6.00 53,622.00 208 1,248.00 7511 45,066.00
ROCK
20 2221.501 AGGREGATE SHWLDERING CLASS 1 609 TON 7.00 4,263.00 0 -0.00 320 2,240.00
21 2231.501 B[TUMINOUS PATCHING MIXTURE 40 TON 50.00 2,000.00 7 350.00 2T 1,350.00
22 2232.SO1 MILL BITUMINWS SURfACE 1.5" 14461 SU YD 0.50 7,230.50 0 0.00 14461 7,230.50
23 2340.508 TYPE 41 NEARING CWRSE MIXTURE 190 TON 2t1.00 3,800.00 0 0.00 440 8,800.00
24 2340.508 TYPE 61 NEARING COURSE MIXTURE 3583 TON 26.00 93,158.00 0 0.00 3426 89,076.00
25 2340.512 TYPE 41 LEVEW NG COURSE MIXTURE 2289 TON 16.50 37,768.50 90.26 1,489.29 2695.26 44,471.T9
26 2340.514 TYPE 31 BASE COURSE MIXTURE 2T07 TON 16.50 44,665.50 -36.63 -604.40 2633.3T 43,450.61
2T 2357.502 B1TUMtNOUS MATERIAL FOR TACK COAT 2T79 GALLON 0.80 2,223.20 875 700.00 2$25 2,260.00
28 2501.517 15" CS PIPE CULVERT 14 GAUGE 260 lIN FT 15.00 3,900.00 0 0.00 264 3,960.00
29 2501.51t 18'� CS PIPE CULYERT 14 GAUGE 64 LIN PT 20.00 7,280.00 0 0.00 66 1,320.A0
30 2501.511 24° CS PIPE CUWERT 14 GAUGE 46 LIN FT 30.00 1,380.00 0 0.00 44 1,320.00
31 2501.515 12" RC PIPE APRON 2 EACH 300.00 600.00 0 0.00 2 600.00
32 2501.515 15° RC P1PE APRON 2 EACN 350.00 T00.00 0 0.00 2 T00.00
2 OF 5
I, -
I V 0 U C H E R D E T A I L L I S T '
Estimate Voucher Number. 3 Project: S.T.H: 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: FEBRUARY 4, 1994
OSM Project Number. 4845.20 CITY OF ROSEMWNT PROJ. NO.: 239
for `
C1TY OF ROSEMOUNT �
IMPROVEMENTS
Contract Contract Ca�teted This Month Total To Date
Item Spec No Description �uantity Units Unit Price Total Price Quantity Total Ouantity Totat Price
I -•-- -------- � ��--------------------------------- --------- ---------- ------------- ------------- --------- -•----------- -....---- --------•---
33 2501.567 15 CS SAPETY APRON & GRATE DES 3128 12 EACH 325.00 3,900.00 0 0.00 12 3,900.00
34 2501.567 18" CS SAFETY APRON & GRATE DES 3128 2 EACH 400.00 800.00 0 0.00 2 800.00
35 2501.573 INSTAIl METAL APROW 2 EACH 60.00 120.00 0 0.00 2 120.00
' 36 2503.541 12" RC PIPE SENER DESIGN 3006 CL V 114 LIN fT 20.00 2,280.00 0 0.00 112 2,240.00
�� S GN 3006 CL V 88 LIN FT 22.00 1 936.00 0 0.00 109 2�398.00
0 541 15 RC PlPE SEWER DE I ,
37 25 3.
38 0504.602 NYDRANT 1 EACH 1,800.00 1,800.00 0 0.00 1 1,800.00
39 3504.602 ADJUST VAIVE BOX 7 EACH 150.00 1,050.00 0 0.00 8 ' 1,200.00
40 0504.602 6" GATE VALVE AND BOX 1 EACH 500.00 500.00 0 0.00 1 500.00
41 0504.603 b" WATER MAIN-DUCT iRON CL 52 6 LIN FT 40.00 240.00 0 0.00 7 280.00
42 0504.605 4" POLYSTYRENE IMSUlATION 75 SQ YD 21.00 1,575.00 0 0.00 0 0.00
43 2506.501 CONST DRAINAGE STRUCTURE DESIGN H 7.05 L1N FT 180.00 1,269.00 0 0.00 6.9 1,242.00
44 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 11.1 L1N FT 200.00 2,220.00 0 O.QO 10.9 2,180.00
45 2506.516 CASTING ASSEMBLY 5 EACH 300.00 1,500.00 0 0.00 5 1,500.00
46 2506.522 ADJUST FRAME & RING CASTING 6 EACH 150.00 900.00 0 0.00 6 900.00
47 0506.602 CLEAN WT CATCH BAS1N 1 EACH 250.00 250.00 0 0.00 0 0.00
48 2511.501 RANDOM RIPRAP GLASS 11I 18 CU YD 70.00 1,260.00 0 0.00 12 840.00
49 2521.501 4" CONCRETE WALK 360 Sa FT 2.25 810.00 0 0.00 1208 2,718.00
50 2531.501 CONCRETE CURB & GUTTER DESIGN D424 910 LIN FT 8.30 7,553.00 0 0.00 939 7,793.T0
51 2531.502 CONCRETE CURB DESIGN 66 495 LIN fT 8.90 4,405.50 0 0.00 351 3,123.90
52 2531.507 6" CONCRETE ORIVEWAY PAVEMfNT 25 So 1fD 22.00 550.00 0 0.00 9 198.00
53 0563.601 TRAFFIC CON7ROL 1 IUMP SUM 10,000.00 10,000.�0 0 0.00 1 10,000.00
54 2564.531 F&i SIGN PANELS TYPE C 14T SQ FT 14.00 2,058.00 0 0.00 158 2,212.00
55 0564.602 INSTALL SIGN TYPE C 18 EACN 16.00 288.00 0 0.00 18 288.00
56 0564.602 PAVEMENT MESSAGE (LEFT ARROb!) EPDXY 34 EACH 110.00 3,T40.00 4 440.00 34 3,740.00
57 0564.602 PAVEMENT MESSAGE (RIGHT ARROW? EPDXY 10 EACN 110.00 1,100.00 t T10.00 10 1,100.00
58 0564.603 4° SOLIO U NE 6JNITE-EPDXY 15465 ltN FT O.Z3 3,556.95 1357 312.11 15500 3,565.00
59 0564.603 12�� SOLID LINE uHITE-EPDXY 110 LIN FT 4.15 456.50 ' 11 45.65 110 456.50
60-0564.b03 4�� SOLID L1NE YELL061-EPDXY 14804 lIN FT 0.23 3�404.92 577 132.71 14800 3,404.00
61 0564.603 24" SOIID LINE YELLON-EPDXY 180 LIN FT 5.50 990.00 18 99.00 180 940.00
62'056�..603 4° BROKEN LIME YELL011-EPDXY 2280 lIN FT 0.32 729.60 148 47.36 2200 704.00
63 0564.604 CROSS'�►ALK MARKING-EPDXY 576 Sa FT T.15 4,118.40 10 71.50 575 4,111.25
64 0565.602 LOOP DETECTOR 6�X6� 8 EACN 600.00 4,800.00 0 0.00 8 4,800.00
65 2573.501 BALE CNECK 100 EACH 6.60 660.00 0 0.00 60 346.00
3 OF 5
, i
V 0 U C N E R D E T A 1 L L I S T f
Estimate Voucher Number: 3 Project: S.T.H. 3 iMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Oate: FEBRUARY 4, 1994 �
OSM Project Nunber: 4845.20 CITY OF ROSEMWHT PROJ. NO.: 239 !
for �
�
i
G1TY OF ROSEMOUNT i
I
1MPROVEMENTS �
' Contract Contract Canpleted This Month Total To Date ;
item Spec No Description �uantity Units Unit Price Totat Price Quantity Totat Quantity Total Price :
---- -------- ------------------------------------ ----•---- ------._.. .------------ -----•,------ --------- ------=------ --------- -----/--.�.. �
66 2573.502 S1LT FENCE,NEAVY DUTY 2170 LIN FT 2.50 5 425.00 0 0.00 1940 4 850.00 �,
67 2575.501 SEEDING 5.84 ACRE 165.00 963.60 0 0.00 5 825,00 1'
68 2575.502 SEED MIXTURE 500 102 POUND 3.30 336.60 0 0.00 85 280.50 �
69 2575.502 SEED MIXTURE 650 267 POUND 3.60 961.20 0 0.00 240 864.00 �',
70 2575.502 SEED MIXTURE 1000 20 POUND 7.00 140.00 0 0.00 24 168.00
71 2575.505 SODDING TYPE LAUN 3483 SQ YD 1.50 5,224.50 0 0.00 5004 T,506.00
72 2575.51t MUICH MATERIAL TYPE 1 7.7 TON 1T0.00 1,309.00 0 0.00 6.7 1,139.00 ',
,,
73 2575.519 DISK ANCHURING 5.33 ACRE 83.A0 442.39 0 0.00 5 415.00 }'��
74 2575.523 WOOD FIBER BLANKET TYPE HIGN 2470 SO YD 1.30 3,211.00 0 0.00 3440 4,472.00 I'
f
VELOCITY �
75 2575.531 COMMERCIAL fERT ANALYSIS 10-20-20 1.34 TON 440.00 589.60 0 0.00 1.1 484.00
76 2580.501 TEMPORARY LANE MARKING 110 ROAD STA 3.00 330.00 0 0.00 110 330.00 i
-------------------- -------....--------- ----------------__.. +
TOTAL lMPROVEMENTS E 442,590.T1 S 17,280.23 f 430,990.00 I
------- - ---------- - ------- ------ ------------------- i
SUB-TOTAI E 442,590.71 3 17,280.23 S 430,990.00 '
CHANGE ORDER N0. 1
ContraM Contract Catpleted This Month Total To Date
ltem Spec No Description �uantity Units Unit Price Total Price Quantity Totat Duantity Total Price
---- -------- --------------------
t PROVIDE WATERMAIN GROSSING ON T.H. 3 1 LUMP SUM 7,979.48 7,979.48 1 7,979.48 1 7,9T9.48
2 REMOVE ROSEMOUNT HIGN SCNOOL 1 LUMP SUM 2,000.00 2,000.00 1 2,000.00 1 2,000.00
MONUMENT AT DRIVEWAY fNTRANGE
3 REYiSE MATERIALS POR TRAFFIC SIGNS 1 LUMP SUM 2,238.00 2,238.00 1 2,238.00 1 2,238.00
AND STRIPING Mn/DOT SUPPLEMENTAL
AGREEMENT N0. 1
4 FAlLED TEST ON MMDOT SPECIFICATION 1 LUMP SUM -494.00 -494.00 1 -444.00 1 -494.00
2340 TYPE 61 NEARING CWRSE MIXTURE
PLACED ON PROJECT
TOTAL CHANGE ORDER N0. 1 S 11,723.45 S 11,T23.48 S 11,723.48
4 0F S
i
t. . ... _ .. . - .. .. ... . .__. _ .. -- - : : . .- . .�.--. .. .... .. . . .. . .. . . .
V 0 U G H E R D E T A I L l t S T '
Estimate Voucher Nunber: 3 Project: S.T.N. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: FEBRUARY 4, 1994
OSM Project Nunber: 4845.20 CITY OF ROSEMOUNT PROJ. NO.: 239
for `
CITY OF ROSEMWNT
====eoae=:=ee::=c=== ===a==a��:ce=e-----� _-=--s==asaxssa=sas
GRAND TOTAI E 454,314.19 S 29,003.T1 f 442,T13.48
I{
1
I
i
i
I
50P5
�
�� 300 Park Place Center 612-595-5775 �hange Ordei
Mayeron& 5775 Wayzata Boulevard 1 800 753 5775
Associates,InC. Minneapolis,MN 55416-1228 FAX 595-5774
Change Order No: 1 Ciry Project No. 239
Project: S.T.H. 3 improvements
S.A.P. 208-010-01/S.P. 192t�1
City of Rosemouni OSM Project No. 4845.20
Owners: Ciry of Rosemount Date of Issuance: Febn�ary 3, 1994
2875 - 145th Street West
Rosemount, MN 55068
Contractor: HardrNes, Inc. Enginee�: Orr-Schelen-Mayeron
9724 10th Avenue North �Associates, inc.
Plymouth, MN 55441
You are directed to make the foliowing changes in the Contract Documents:
Description:
1) Provide watermain crossing on T.H. 3. See attached Hardrives, Inc. invoice $7,979.48
2) Remove Rosemount High School monument at driveway entrance. $2,000.00
3) Revise materiais for traffic signs and striping Mn/DOT Suppiemental Agreement No. 1.
See attached Mn/DOT S.A. No. 1 $2,238.00
4) Failed test on Mn/DOT Specification 2340 Type 61 wearing course mixture placed on
project. See attached Mn/DOT C.O. #1. - 494.00
$11,723.48
Attachments (list documents supporting change):
Hardrives, Inc. Invoice
Mn/DOT S.A. No. 1
Mn/DOT C.O. #1
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME
Original Contract Price: $442,590.71 Originai Contract Time: N/A
Previous Change Orders No. =to No. _: Net Change from Previous Change Orders: N/A
$—
Contract Price P�ior to this Change Order. Contract Time Prior to this Change Order. N/A
$442,590.71
Net lncrease of this Change Order. Net increase (decrease) of Change Order. N/A
$11,723.48
Contract Price with ail Approved Change Orders: Contract Time with Approver! Change Orders:
$454,314.19 N/�► I
Recom ended By: APProved By: �',
.
B ' n J. ourassa, P.E. ardrroes, inc. '
Ap rov � By: Approved By: Date of Council Action:
t
City Engineer City Manager
Engineers • Architects • Planners • Surveyors
- H A R D R I V E S I N C• �P��4ROVE EXECUTIVH CENTR�' U�U U U V� .
7200 NEM�OCK LANE N
M • ! �"='�MINNEAPOUS,#AN..563�,s�':'��.
,�,� GENERAL CONTAACTORS � �. ;1�����4 ��y:.�
` • , . cs
� SHIP � P.o.eox ar� > ,� r' ^ ; �
` . L?72� IGtr �vAc*i� l��ct� ;`�.sT:c�ouu.M�.� `�. ;3 .� :3
• ;, TO . (e+a��s�•r.�e
/ t # w =
/ �I
�t PLJLc�i[i�, ..A 554
J 1 .
�
. . . � � • • • .. .
MO, DAY YR.
so1.o r�d os^�u�dsoa 5g^�� :,,r..�� 11 .;� Li4
�� ,
T� f:j t�� �a��{:�ec
�i ty cf �o��:c:ou�:t
� �LijJ;.l» �JGr'.�i3 �2�8L'L•:?Li:IL CAVERINCiSHIPMENTSDURINtiTHEPERIOD
-•{ 1�=t;,1 �t�=AL �n25� ENOINGONTHEDATESHOLNNA80VE
G�:.�
' �����:.'.1.L::It. 4ah` �j�J.`���1 . . . .. ... . . . � . . . . �
CUSTOMERS � •
�ORDER NO. �4% •%'� TERMS:
'.�•. ,.,-zt<��i:td�1 (:L'v:;.?nF .�ii :i
i:c:b C?;:.
s4'j'J , ....^i.(,=? . . � _�l�.���L% � . . � .
�,.i+V >'��'.=�:7 Zp��`�_. _�.)
c;�`� _._GS4 L��11=.�v
,:.�NG.ii1:lC.i�JC�lI. 4 •.L5 � r Y--'� •t;�i :..�i7��.�: . � .
LQ1.31�).�:���� . - � . . . . . .
�ack^a�:�� ��7C'.sv + lv:�. -� 'b27:4!;` _ .. .. ... .. • - . .
� � � 96b i•Qr wei -t 4��Ji:.:�t�C G` ��it'a � :._�I�."v'Ci ��•.5��.L�`J- � . . .
'i -F t1uf��?}Jr 3 �:�i^'. '� Y��.'JV �4�C.L'�
�13t:�£:L -
, � ° 4� ls ct =�'.76
T''2vic.a ~Z�:l_ . t .,i _,.;,, �
. .r�r.11.�i� �__�i_c� i���. .. Y �G c � 11 c.�iii .- � � . .
? ',��~ . ' i..l.✓. . T f'_f/e L'q:•C li ' . � . ' . .
• . L L t-J�J G C.!. . - � . - .
�. . . . . . . . . . . .
- TAX MAT'L NON-TAX MAT'L TAXABLE-DEL NON-TAX-DEL SALES TAX p�EqSE PAY � � �
. THIS AMOUNT , ;� �;�f�_,:��
CUSTOMER COPY
�N/pOT TP�O'2134-03(5/88) Supp.to Contract No. �P AGR 70971 k
;TH i E<:��MINNESOTA DEPARTMENT OF TRANSPORTATION �
,
� - - - � SUPPLEMENTAL AGREEMENT No. 1 - sh�t 1 of 2
Federal Project: State Pro' No.•
�/. �.-�tor. S.P. 1�21-61
Hardrives� Inc. State Funds • SAP 208 - 010-01
t.oc.arwr►:
A��g4 lOth Avenue North On Trunk Highway 3 from 1033 feet south of 147th Stree
plymouth, 1�1 55441 to 1086 feet north of Connemara Trail in Rosemount, NIl�1
II Pro.No. F.Y. Account I.D. DeptJDiv. Sequence No. Sutfiz Object Vendor Type AmouM
01 . y
Purchase Terms Asset No. C.(�.1 C.CD.2 C.CD.3 C.00.4 C.CD.S
OOONET
TYPE OF A40 ( ) A41 ( ) Dated Numbe� Entered by
TRANSACTION: A44 ( ) A45 ( ) A46 ( ) Dated Number � Entered by
This contract is amended as follows:
WHEREAS: The Contract provides-�for an�x�g other things, grading, bituminous surfacing, signing �
and miscellaneous safety improvements;
WHEREAS: Review of the construction plan by Mn/DOT's 'I`raffic Engineering Office requested
changes to the materials used for signing and striping, and
WHEREAS: The Engineer, after review of those recommendations, incorporated them into the current
plan� and �
WHEREAS: The Contractor has agreed to provide the change in• work as requested by the Engineer.
I ~ ,�� Therefore, it is hereby mutually agreed and understood that:
1. The Contractor will provide High Intensity sheeting on the Type C signs instead of the
Engineering Grade sheeting and 3 lb. per foot sign posts instead of the 2 lb. per foot
sign posts at a cost of $20.50 per square foot or an increase of $6.50 per square foot.
2. The Contractor will provide removable plastic pavement marking (yellow) in 4 foot lengths
spaced at 50 intervals for placement on the wearing course as an intermediate centerline
striping until the permanent pavement markings can be applied at a cost of�� per
lineal foot. 1-15 ,��
3. The Contractor has agreed that the negotiated prices above include a 10� markup for
profit and 6.5� for sales tax. ,
4. The Contract time will not be revised except as may be provided under the Contract '
. Provisions of Mn/DOT Sgecification 1806.
5. The Contractor shall not make claim af any kind or character� whatsoever, for any other
costs or expenses which he may have incurred or which he may hereafter incur in performing
the work and furnishing the materials covered by this agreement.
APPROVED: APPROVED: Original Contract
Commissioner of Commisisoner of Dated����
Administration Finance P � �^�
� Dated �� � 5
- Approved as !o form eCy�
By By and execution Dated ��'� � �`"�
�o npineer
Dated DatPd '
Assistant.Anomey General Dated
AQe^oY Head
Original to State Auditor— Copy to Agency
�N/pOT TP-02134-03(S/88) OOP AGR 7�971
;rtnTEs•.'''� MINNESOTA DEPARTMENT OF TRANSPORTATION � Supp.to Contract No.
.r -
•-. - . SUPPLEMENTAL AGREEMENT No. �_ � a of 2
C"„��� _ Federal ProjecG Stats Project No.:
� State E'unds S• �'• ' - 1921-61
Hardrives, Inc. • SAP 208 - O10 - Ol
Address: Location: .
On Trunk Highway 3 fr�n 1033 Feet south of 147th Street to
9724 lOth Avenue North 1086 Feet north of Connemara Trail in Rosemount� NID1•
Plymouth, NIDi 55441
Pro.No. F.Y. Account I.D. DeptJDiv. Sequence No. Sutfix Object Vendor Type AmouM
• o' V
purchase Terms Asset No. C.00.1 C.CD.2 C.00.3 C.00.4 C.CD.S
OOONET
'iYPE OF A40 ( ) A41 ( ) Dated Number Entered by
TRANSACTION: A44( ) A45 ( ) A46 ( ) Dated Number � Entered by
ihis contract is amended as foilows:
ESTIMATE OF COST �
DECREASE:
2564.531 F & I Sign Panels Type C 130 Sq. Ft. @ $14.00 = $1�820.00
� TOTAL DECREASE $1,820.00
T�,7CREASE: �
_-�
2564.531 F & I Sign Panels Type C 151 Sq. Ft. @ $20.50 = $3,095.50
2581.501 Rem. Plastic Pavement Marking 550 Lin Ft. @ $1.75 = $ 962.50
TOTAL INCREASE $4.058.00
NET INCREASE $2,238.00
DISTRIBUTION S.P. 1921-61 @ 72.24� MSA 208 – O10 – O1 @27.76�
APPROVED: APPROVED: Original Contract ,
Commissioner of Commisisoner of Dated �� Ci� �'!
Administration Finance ta �9���
��� APProved as to form Dated �fl croa r ',
B B '
n execution ;.
Y Y ad �
Dated � 24
�st�i Enptne�r
Dated Dated �
Assistant Attomey General Dated
AflencY Head
Original to State Auditor— Copy to Agency
•. it00f�'�ANN OIVIS/ON�fTYAWT-MOOr6R CO.�MM - -" . . ._ . ' _". - .
�.�i�_ _- _ __ . . . , .
MN/DOT 21840 18-77)
` Sheet �. of 1 •
� STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
CHANGE ORDER �`
� t�ISA 208-010-01
� Hardri ves I11C S.P.No. 1921 61
Controetor
Addross 9724 lOth Aven. No., P1 vmouth, _MN 55441 F.P. No. State Funds -
Job Locotion
On?,H, 3 in `:Rosemount co�t.a�t No. COOP AGR 70971
In aceordonce with the terms of this Con•troct, you ore hereby autho�ized ond i n s t ru c t e d to perfoim the M�o r k os
oltered b the fo�lowin rovisio�r.
The Contractor produced and placed 1900 tons of Specification 2340 Ty�e� :�.61 wearing course
mixture, on October 18; 1993, which did not fully.meGravi�t°ficaThenactualtmeantpercentage
"Mean of 10 cores as. percentage af Maximum Spec�fic Y
failed by 0.4�, .
The Contractor has agreed to a lq deduct .in accordance with Standard Specifications 2340
and as documented by letter dated November 3, 1993 from OS�1 Engineering.
ESTIMATED CHANGE IN COST
CONTRACT AMOUNT
ITEM N0.
ITEM NAME UNIT QUANTITY UNIT PRICf
2340.508 Ty�e 61, Wearing Course h1ix Ton 1900 26.00 494,00
deduct
. lq �
0.26 '
Net Decrease TOT"� a 494.00
CHANGE IN CONTRACT TIME iss„�d b,, E ;�«, oaf�
P�o;«,�x;x�r�Y 9
Due to this chonge th• Controct Tim�: ROi1 g1"dye
• intreosed I ) by M�orking � ) days.
o. is decreased O Colendor O APProved by Dofe
District e r
b. is not cho�9ed (X). /L��!;�7�---"' � S�1-C
e. moy be rovised if the work Accepted by " �Do�e
offected the controllin9 oPerotion ( �• �o„�roa«'s A�rhor�:ed Represen+o����
Original to Controctor
Copy to Contr.AGmin.Engr.—Salmon
CoPY to Engi�eer—Pink
CaFY to Ditt.Direttor—Green
CoDY to Materialz Ofiice—Go�tlenrod
" Refer+o Cons�. Mo��ol 5-591.100 d. .367
0
� -