HomeMy WebLinkAbout4.j. Payment #4 and Final, State Highway 3, Improvements (Armory), City Project #239 , : ' CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTiON
CITY COUNCIL MEETING DATE: February 7, 1995 , _,
AGENDA ITEM: Payment #4 and Finai, State Highway No. AGENDA SECTION:
3 Improvements, City Project #239 Consent
PREPARED BY: Bud Osmundson � AGENDA NO.
City Engineer/Public Works Director ���� # '
ATTACHMENTS: Payment Voucher #4 and Final, APPROVED BY:
Change Order No. 1
This item requests the fourth and final payment to Hardrives, Inc. in the amount of
558,807.18 for construction on City Project #239, State Highway No. 3 Improvements.
The originai contract amount was 5442,590.71 . Total construction cost, including this
final payment is $479,384.98. The final payment is 8% over the contract amount. The
major reason for the overrun is extra sodding by the High School and the
Armory/Community Center, plus Change Order No. 1, the watermain service to the
Repairs Inc. site. Upon final payment, a two year warranty period begins (until february
7, 19971 on the street and utilities. The City also accepts these facifities for perpetual
maintenance.
Attached is a copy of the Payment Voucher and Change Order No. 1 for your information.
Staff recommends approval of this fourth and final payment request and acceptance of
the streets and utilities for perpetual maintenance.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #4 AND FINAL TO
HARDRIVES, INC. IN THE AMOUNT OF 558,807.18 FOR STATE HIGHWAY NO. 3
IMPROVEMENTS, CITY PROJECT #239 AND TO ACCEPT THE STREET AND UTILITIES FOR
PERPETUAL MAINTENANCE.
COUNCIL ACTION:
4
. CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 4 Date: Septe7nber 26, 1994
OSM Project Number: 4845.20 Period Ending: September l, 1994
Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61
FINAL PAYMENT
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 12,217.48
Total Deductions -494.00
Total Funds Encumbered 454, 314. 19
Total Work Certified to Date 479,384.98
Less Retained Percentage 0.00% 0.00
Less Previous Payments 420,577.80
Total Payments Incl This Voucher 479, 384.98
Balance Carried Forward -25, 070.79
APPROVED FOR PAYMENT, THI3 VOIICHER 58�807.18
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:
100� completed as of September 1, 1994.
We herby recommend payment of this voucher.
S igned• � ' �'?�t�4�4��--
Signed: �Pro ect ana er En ineer
Construction Observer 7 g � g
HARDRIVES, INC.
This is to certify that to the best of my knowledge, information, and
belief, the quantities and values of work certified ein is a fair
approximate es imate for the period covered by thi c e .
Contractor: /»�dS' .,Z�G Signed By
Date:
�/,��ci�j Title (JiGLs /�C,�s"�
CITY OF ROSEMOUNT ent•
Checked By: Appr ved for p -
��, G Z�,I���----�
Author d Representative
Date:
Date: ! — ��� ` �
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Y 0 U C N E R D E T A i L L I S T � .
Estimate Voucher Number: 4 Project: S.T.N. 3 iMPROVEMENTS - S.A,P. 208-010-01/S.P. 1921•61 Date: SEPTEMBER 26, 1994
OSM Project Nunber: 4845.20 CITY Of ROSEMOUNT PROJ. NO.: 239 ,
for fINAL PAYMENT
CITY OF ROSEMWNT
IMPROVEMENTS
Contract Contract Completed This Month Totat To Date
Item Spec No Description Guantity Units Unit Price Total Price Quantity ?otal Cuentit Totat Price
-------- ---------- ------------- ------------- --------- ------------- --------y ------------
-------- -----------------•------------------ - , ,
1 2021.501 MOB1LIZAT10N 1 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 21D2.502 PAVEMENT MARKING REMOVAL-PERMANENT 1355 LiN FT 1.00 1,355.00 0 0.00 3774 3,774.00
5 2104.501 REMOVE METAL CULVERT 418 L1N FT 6.00 2,508.00 0 0.00 410 2,460.00
6 2104.501 REMOVE CONCRETE CURB 110 L1N FT 2.00 220.00 0 0.00 232 464.00
T 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 SG YD 8.00 576.00 0 0.00 40 320.00
9 2104.505 REMOVE BITtN�11NWS PAVEMENT 1283 SQ YD 2.00 2,566.00 0 0.00 1140 2,280.00
10 2104.505 REMOVE BITUMINWS SNOULDER PAVEMENT 8785 SQ YD 0.50 4,392.50 0 0.00 8785 4,392.50
11 2104.509 REMOVE NYDRANT 1 EACN 700.00 700.00 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 B1T PAVEMENT {fULL DEPTH) 191 LiN FT 2.00 382.00 0 0.00 84.5 169.00
14 2104.523 SALVAGE METAL APRON 2 EACH 50.00 100.00 0 0.00 2 100.00
15 2104.523 SALVAGE SIGN 18 EACH 13.00 234.00 0 0.00 18 234.00
16 2105.501 COMMON EXCAVATION 7259 CU tl0 4.00 24,036.00 0 0.00 T259 29,036.00
17 2105.507 SUBGRADE EXCAVATION 3T65 CU YD 4.00 15,060.00 0 0.00 3765 15,060.00
18 2105.522 SELECT GRANULAR BORRON (lV) 6065 CU YD 4.75 28,808.75 0 0.00 3925 18,643.75
19 2211.501 AGGREGA7E BASE CLASS 5 100X CRUSHED 893T TON 6.00 53,622.00 0 0.00 7511 45,066.00
ROCK
20 2221.501 AGGREGATE SNOULDERING CLASS 1 609 TON T.00 4,263.00 0 0.00 320 2,240.00
21 2231.501 BITUMINOUS PATCNtqG M(XTURE 40 TON 50.00 2,000.00 15.7 7$5.00 42.T 2,135.00
22 2232.501 MILL BITUMINOUS SURFACE 1.5° 14461 SQ YD 0.50 7,230.50 0 0.00 14461 7,230.50
23 2340.508 TYPE 41 uEARING COURSE MIXTURE 190 TON 20.00 3,800.00 0 0.00 440 8,800.00
24 2340.508 TYPE 61 WEARING COURSE MIXTURE 3583 TON 26.00 43,158.00 0 0.00 3426 89,076.00
25 2340.512 TYPE 41 LEVELiNG CWRSE MIXTURE 2289 TON 16.50 37,768.50 0 0.00 2695.26 44,471.79
2b 2340.514 TYPE 31 BASE CWRSE MIXTURE 2707 TON 16.50 44,665.50 0 0.00 2633.37 43,450.61
27 2357.502 BITUMINOUS MATERIAL fOR TACK COAT 27T9 GALLON 0.80 2,223.20 0 0.00 2825 2,260.00
28 2501.511 15" CS PIPE CULVERT 14 GAUGE 260 L[N FT 15.00 3,900.00 0 0.00 264 3,960.00
29 2501.511 18" CS P1PE CULVERT 14 GAUGE 64 LIN FT 20.00 1,280.00 0 0.00 66 1,320.00
30 2501.511 24" CS PIPE CULVERT 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 PIPE APRON 2 EACH 350.00 700.00 0 0.00 2 700.00
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V 0 U C N E R D E T A t L L I S T � ,
Estimate Voucher Number: 4 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: SEPTEMBER 26, 1994
OSM Project Number: 4845.20 CITY OF ROSEMOUNT PROJ. NO.: 239
for fiNAL PAYMENT
CITY Of ROSEMOUNT
1MPROVEMENTS
Contract Contract Campleted This Month Total To Dete
Item Spec No Description Quantity Units Unit Price Totat Price Guantity Total �uantity Total Price
--•- ^-----•- ------------------------------•----- --•------ --.__.._-- ------------- ------------- --._.---- -
33 2501.56T 15° CS SAFETY APRON & GRATE DES 3128 12 EACH 325.00 3,900.00 0 0.00 12 3,900.00
34 2501.567 18u CS SAFETY APRON & GRATE DES 3128 2 EACH 400.00 800.00 0 0.00 2 800.00
35 2501.573 INSTALL METAL APRON 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
3T 2503.541 15" RC PIPE SE1lER DESIGN 3006 CL V 88 L[N FT 22.00 1,936.00 0 0.00 109 2,398.00
38 0504.602 HYORANT 1 EACH 1,800.00 1,800.00 0 0.00 1 1,800.00
39 3504.602 ADJUST VALVE BOX 7 EACH 150.00 1,050.00 0 0.00 8 1,200.00
40 0504.602 6° GATE VALVE AND BOX 1 EACN 500.00 500.00 0 0.00 1 500.00
41 0504.603 6" WATER MAIN-DUCT IRON CL 52 6 LIN FT 40.00 240.00 Q 0.00 7 280.00
42 0504.605 4" POLYSTYRENE INSULATION TS SQ YD 21.00 1,575.00 0 0.00 0 0.00
43 2506.501 CONST DRAINAGE STRUCTURE DESiGN H 7.05 U N 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 LIN fT 200.00 2,220.00 0 0.00 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 QUT CATCH BASIN 1 EACN 250.00 250.00 0 0.00 0 0.00
48 2511.501 RANDOM RIPRAP CLASS ItI 18 CU YD 70.00 1,260.00 0 0.00 12 840.00
49 2521.501 4" CONCRETE WALK 360 SQ 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 B6 445 LIN FT 8.90 4,405.50 0 0.00 351 3,123.90
52 2531.507 6° CONCRETE DRIVEWAY PAVEMENT 25 SQ YD 22.00 550.00 0 0.00 9 198.00
53 0563.601 TRAFFIC CONTROL 1 LUMP SUM 10,000.00 10,000.00 0 0.00 1 10,000.00
54 2564.531 f&I SIGN PANELS TYPE C l47 SQ FT 14.00 2,058.00 12t 1,694.00 2T9 3,906.00
55 0564.602 INSTALL SIGN TYPE C 1 8 EACH 16.00 288.00 0 0.00 18 288.00
II
56 0564.602 PAVEMENT MESSAGE (IEPT ARROW) EPDXY 34 EACN 110.00 3,740.00 0 0.00 34 3,740.00
57 0564.602 PAVEMENT MESSAGE (RIGHT ARR041) EPDXY 10 EACH 110.00 1,100.00 0 0.00 10 1,100.00
58 0564.603 4" SOIID LINE WHITE-EPDXY 15465 LIN PT 0.23 3,556.95 0 0.00 15500 3,565.00
59 0564.603 12" SOLtD LINE uNITE-EPDXY 110 LiN PT 4.15 456.50 0 0.00 110 456.50
60 0564.603 4" SOLID LINE YELLON-EPDXY 14804 LIN FT 0.23 3,404.92 0 0.00 14800 3,404.00
61 0564.603 24" SOLID LINE 1fELLOb!-EPDXY 180 LIN FT 5.50 990.00 0 0.00 180 990.00
62 OSb4.603 4" BROKEN LINE YELION-EPDXY 2280 lIN FT 0.32 T29.60 0 0.00 2200 T04.00
63 0564.604 CROSSNALK MIIRKING-EPDXY 576 SQ FT 7.15 4,118.40 0 0.00 575 4,111.25
64 0565.602 LOOP DETECiOR 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 60 396.00
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V 0 U C H E R D E T A t L L I S T �
Estimate Voucher Number: 4 Project: S.T.H. 3 iMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: SEPTEMBER 26, 1994 '
OSM Project Number: 4845.20 CITY OF ROSEMWNT PROJ. NO.: 239 ,
for FINAL PAYMENT
CITY OF ROSEMOUNT
1MPROVEMENTS
CoM�act Contract Canpteted This Month Total To Date
Item Spec No Description Quantity Units Unit Price Total Price �uentity Total Quantit Total Pr�ce
-- -------- ------------------------------------ --------• ---------- ------------- ------------- --------- ------------- ---•----y ..----------
66 2573.502 SILT FENCE,HEAVY DUTY 21T0 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
68 2575.502 SEED MIXTURE 500 102 PWND 3.30 336.60 0 0.00 85 280.50
69 2575.502 SEED MIXTURE 650 267 PWND 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 SOODING TYPE LAWN 3483 SQ YD 1.50 5,224.50 22T95 34,192.50 2TT99 41,698.50
72 2575.511 MUICN MATERIAL TYPE 1 7.T TON 170.00 1,309.00 0 0.00 6.7 1,139.00
T3 2575.519 DiSK ANCHORING 5.33 ACRE 83.00 442.39 0 0.00 5 415.00
74 2575.523 W00� F18ER BLANKET TYPE HtGH 2470 SQ YD 1.30 3,211.00 0 0.00 3440 4,472.00
VELOCITY
75 2575.531 COMMERCIAL PERT ANALYSIS 10-20-20 1.34 TON 440.00 589.60 0 0.00 1.1 484.00
76 2580.501 TEMPORARY LANE MARKtNG 110 ROAD STA 3.00 330.00 0 0.00 110 330.00
TOTAL IMPROVEMENTS . f 442,590.71 f 36,6T1.50 S 467,661.50
SUB-TOTAL . S 442,590.71 S 36,6T1.50 S 467,661.50
CHANGE ORDER N0. 1
Contract Contract Completed This Month Total To Date
Item Spec No Description Cuantity Units Unit Price Totat Price Quantity Totat Ouantit Total Price
---- ---•---- ---- -------•------------------- --------- ----•----- ------------- ------------- --------- ------------- --- --y ------------
1 PROYIDE WATERMAIN CROSSING ON T.N. 3 1 LUMP SUM 7,979.48 T,979.48 0 0.00 1 7,979.48
2 REMOVE ROSEMOUNT HIGH SCHOOL 1 IUMP SUM 2,000.00 2,000.00 0 0.00 1 2,000.00
MONUMENT AT DRIVEWAY ENTRANCE
3 REVISE MATERIALS FOR TRAFfIC STGNS 1 LUMP SUM 2,238.00 2,238.00 0 0.00 1 2,238.00
AND STRIPING Mn/DOT SUPPLEMENTAI
' AGREEMENT N0. 1
4 FAILED TEST ON Mn/DOT SPEC[FICATION 1 LUMP SUM -494.00 -494.00 0 0.00 1 -494.00
2340 TYPE 61 WEARING CWRSE MIXTURE
PLACED ON PROJECT
TOTAL CHANGE OROER N0. 1 f 11,723.48 S 0.00 S 11,723.48
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V 0 U C H E R D E T A i L L i S T �
Estimate Voucher Nunber: 4 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010•01/S.P. 1921-61 Date: SEPTEMBER 26� 1994 � '
OSM Project Nunber: 4845.20 C1TY OF ROSEMWNT PROJ. NO.: 239 ,
for FINAL PAYMENT
CITY OF ROSEMWNT
� � =====--=======-=-==- ==a=======_=_====:Sm =a=====_=====a======
GRAND TOTAL E 454,314.19 S 36,671.50 f 479,384.98
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