HomeMy WebLinkAbout4.m. Final Payment, Armory Watermain, City Project #237 . .
CITY OF ROSEMOIINT
LXECIITIVE SUbII�lARY FOR ACTION
CITY COUNCIL MEETING DATE: September 21; 1993
AGENDA ITEM:Final Payment, Armory Watermain AGENDA SECTIDN:
Improvements, City Project #237 Consent
PREPARED BY: Bud Osmundson �� AGENDA #
City EngineerjAssistant Public Worl�s Director �� "' � �
ATTAC�N'TS: Final Payment Vouch�r APP VED Y:
This item requests the third and final payment to S. M. Hentges &
. Sons, Inc. in the amount of $15, 993 .76 for City Project #237, Armory
Watermain Improvements. ,
Work completed and represented in this amount as of September 9, 1993
is 1000 of eontracted work. The totai final construction cost is
$142, 196.8(3���pared to the'k5�d p���6 of $159, 750.00. The check will
be issued upon receipt of the appropriate IC-134 forms and lien
waivers.
The work has been inspected and is in compliance with contract �
documents.
Attached is a copy of the pay voucher for your information. Staff
recommends approval of this third and final payment xequest.
With the approval of the final payment, the City accepts the utilities
for perpetuity. In addition, the Contractor has a two (2) year
warranty on the improvements which will end on September 21, 1993 .
. �
RECONIl�lENDED ACTION: MOTION TO APPROVE THE FINAL PAYMENT TO S.M. HENTGES
& SONS, INC. IN THE AMOUNT OF $15,993 .76 FOR THE ARMORY WATERMAIN
_ IMPROVEMENTS, CITY PROJECT #237 AN'D ACCEPT THE UTILITIES FOR PERPETUAL
MAINTENANCE. _
__ COUNCIL ACTION:
9
�
CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 3 Date:. September 9, 1993
OSM Project Number: 4845. 00 ' Period Ending: September 9, 1993
Project: ARMORY SITE WATER SERVICE / FINAL PAYMENT
CITY OF ROSEMOUNT 237
Contractor: S. M. HENTGES & SONS INC. _
P.O. BOX 212
SHAKOPEE MN 55379
Contract Date: October 6, 1992 Work Started: October 22, 1992
Completion Date: November 5, 1992 Work Gompleted: September 9, 1993
Original Contract Amount 159,750.00
Total Additions . 0.00
Total Deductions 0.00
Total Funds Encumbered 159,750.00
Total Work Certified to Date 142, 196.80
Less Retained Percentage 0,00� 0.00
Less Previous Payments 126,203.04
Total Payments Incl This Voucher 142, 196.80
Balance Carried Forward 17,553 .20
APPROVED FOR PAYMENT� THIS VOUCHER 15,993.76
APPROVALS
ORR-SCHELEN-MAYERON & ASSOCIATES, INC.
Pursuant to our field observation, as performed in accordance with our
contract, and based on our professional opinion, materials are
satisfactory and the work properly performed in accordance with the plans
and specifications and that the total work is:
100$ completed as of September 9, 1993.
We herby recommend payment of this voucher.
S igned• S igned: t '`"' ` ..
.Construction Observer Praject nager/Engineer
S. M. HENTGES & SON5+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 th� period covered by this voucher.
Contractor: Signed By
Date: Title
CITY OF ROSEMOUNT
Checked By• Approved for payment:
��� �/�'i� -
Authorized Representative
Date: � � 6 � 3 Date:
PAGE l
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V 0 U C H E R D E 7 A ! L L I 5 T "
Estimate Voucher Nunber: 3 Project: ARMORY SITE WATER SERVTCE / FINAL PAYMENT Date: SEPTEMBER 9, 1993
OSM Project Number: 4845.00 CITY OF ROSEMWNT PROJ. NO.: 237
for
CITY Of ROSEMWNT
WATERMAiN
Contract Contract Cort�{�leted 7his Manth Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Ouantity Total Quantit Totat Pr�ce
---- -------- ------------------------------------ --------- ---------- ------------- ------------- --------- ------------- -------•y -------- -
1 2611.502 6'� X 6" IIET TAP/TAPPING VALVE 3 EACH 1,200.00 3,600.00 0 0.00 3 3,b00.00
2 2611.502 GONNECT TO EXISTING uATER MAIN 1 EACH 250.00 250.00 0 0.00 0 0.00
3 2611.503 12° WATER MA1N-DUCT IROM CL 52 3450 L.F. 21.00 T2,450.00 0 0.00 3486 73,206.00
4 2611.503 8" NATER MAIN-DUCT IRON CL 52 180 L.F. 16.00 2,880.00 2 32.00 144 2,304.00
5 2611.503 6" NATER MAIN-DUCT IRON CL 52 50 l.F. 15.00 750.00 0 0.00 66 990•00
6 2611.500 12" GATE VALYE AND BOX � 6 EACH 750.00 4,500.00 0 4.00 4 3,000.00
7 2611.502 8" GATE VALVE AND BOX 2 EACH 450.00 900.00 0 0.00 1 450.00
8 2611.502 6° GATE VALVE AND BOX 4 EACN 350.OU 1,400.00 0 0.00 4 1,400.00
9 2611.502 HYDRANT ' 4 EACH 1,250.00 5,000.00 0 0.00 4 5,000.00 :
10 2611.500 HYDRANT EXTENSIONS 4 L.F. 300.00 1,200.00 0 0.00 1 3Q0.00
11 2611.500 FITTINGS 7000 L.B. 1.70 11,900.00 390 663.00 4459 7,580.30
12 DIV II EXPLORATORY EXCAVATION 3 EA 450.00 1,350.00 2 9G0.00 2 900.00
iOTAL WATERMAIN ----' S 106,180.00 S 1,555.00 S 98,730.30 -
2 Of 4
,
V 0 U C H E R D E T A I L L I S T .
Estimate Voucher Number: 3 Project: ARMORY S1TE WATER SERVICE / F1NAL PAYMENT Date: SEPTfMBER 9, 1993
OSM Project Number: 4845.00 CITY OF ROSEMWNT PROJ. NO.: 23T
tor
CITY OF ROSEMWNT
STREETS & RESTORATiON
Contract Contract Cortpteted This Manth Total To Dete
Item Spec No Description Guantity Units Unit Price Total Price Cuantity T�tat Guentity Total Prict
---- -------- ------------------------------------ --------- ---------- ------------- -------------
13 2101.502 CLEARING 1 EACH 350.00 350.00 0 0.00 0 0.00
14 2101.507 GRUBBING 1 EACN 400.00 400.00 0 0.00 0 0.00
15 2104.501 REMOVE CONCRETE CURB 160 LIN FT 1.00 160.00 0 9.00 114 114.00
16 2104.505 REMOVE CONCRETE WALK 90 SQ YD 1.50 135.00 0 0.00 190 285.00
17 2104.505 REMOVE BITUMINOUS PAVEMENT 1300 Sa YD 1.00 1,300.00 0 �.00 1320 1,320.00
18 2105.501 COMMON EXCAVATION 1000 CU YD 1.50 1,500.00 0 0.00 300 450.00
19 2105.522 SELECT GRANULAR BORRObI (LV) 1300 CU YD 4.00 5,200.00 0 0.00 1350 5,400.00
20 2105.525 TOPSOII 60RR061 (LV) 500 CU YD 7.00 3,500.00 0 0.00 0 0.00
21 2211.501 AGGREGATE BASE CLASS S (100X CRUSHEO 900 TON 6.50 5,850.00 285 1,852.50 811 5,271.50
ROCK)
22 2331.508 TYPE 41 titEARING COURSE MIXTURE 180 TON 30.00 5,400.00 83 2,450.00 156 4,680.00
23 2331.514 TtIPE 31 BASE CWRSE MIXTURE 250 TON 33.00 8,250.00 T 231.00 187 6,1T1.00
24 2357.502 B1TUMINWS MATERIAL FOR TACK COAT 70 GALLON 4.00 280.00 40 1�0.00 90 3d0.00
25 2521.501 4" CONCRE7E uALK 2800 SC fT • 1.60 4,480.00 0 0.00 3115 4,984.00
26 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 630 L1N FT 7.00 4,410.00 0 0.00 5T8 4,046.00
2T 2575.501 SEEDING 1.8 ACRE 750.00 1,350.00 0 0.00 0 0.00
28 2575.505 SouDING 4200 So YD 1.40 5,880.00 570 748.00 4400 6,160.00
29 05�5.603 INSTALL SNON FENCE 500 L1N fT 2.25 1,125.00 100 225.00 100 225.00
TOTAL STREET5 & RESTQRATION S 49,570.00 S 5,7`.6.50 S 39,466.50
MOBILIZATION AND CLEAN-UP
Contract Gontract Caipteted This Honth Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Quantity "otal Quantit Total Price
---- -------- -------- ------------------------- ------- ---•---- ------------- - --------- --------- -^----•-•---- --------y ----------•-
30 DIV II MOBILI2ATION 1 LUMP SUM 2,000.00 2,000.00 0 0.00 1 2,000.00
31 DIV II CLEAN-UP 1 LUMP SUM 2,000.00 2,000.00 t 2,01)0.00 1 2,000.00
TOTAL MOBILIYATION AND CLEAN-UP E 4,000.00 S 2,000.00 S 4,000.00
,
3OP4
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V O U C N E R D E T A I L L I S T ,
Estimate Voucher Number: 3 Project: ARMORY SITE WATER SERVICE / FINAI PAYMENT Date: SEPTEMBER 9, 1493
OSM Project Number: 4845.00 CITY OF ROSEMOUNT PROJ. NO.: 237
for
CITT Of ROSEMWNT
. . � � � � . __------v___xs�-�--s e=see_x-ee_sse_as�-- eeea_xc:_==e_ax_==e
. . -��-�-�� -���
GRAND TOTAL S 159,750.00 S 9,351.50 S 142,196.80
,
4 0F 4
� 1
APPLICATION FOR PAYMENT
(UNIT PRICE CONTRACT)
N0.7 (FINAL)
�WNER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 223
ENGINEER'S PROJECT NO. 92229
,OCATION: ROSEMOUNT, MINNESOTA
;C?NTRACTOR EXCEL UTILITIES CO. , INC. CONTRACT DATE JUNE 1, 1992
8829 2T5TH ST. W. CONTRACT AMOUNT $228, 571.$0
LAKEVILLE, MN 55044
�ONTR. FOR WEST RIDGE 4TH ADD'N. , UTILITY & ST. CONSTRUCTION - ROSEMOUNT, MN
�PPLIC.DATE AUGUST 16, 1993
?ERIOD END. AUGUST 16, 1993
APPLICATION FOR PAYMENT
CONTRACT QUANTITY UNIT
DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
Z021. 501 MOBILIZATION L.S. l 2.00 2000.00 4000.00
?104. 501 REMOVE CURB & GUTTER L.F. 130 26.00 2.00 52.00
?104. 509 REMOVE STORM SEWER EACH 3 3.00 100.00 300.00
STRUCTURES
?573. 501 BALE CHECK EACH 30 25.00 5.00 125.00
?5?3.503 SILT FENCE, PREASEMBLED L.F. 400 220.00 1. 50 330.OQ
?573. 511 ROCK CONSTRUCTION EACH 2 O.00 200.00 0.00
ENTRANCE
�259. 601 CRUSHED ROCK PIPE TON 100 0.00 0.01 0.00
FOUNDATION
'AGE 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
)259. 603 GRANULAR PIPE FOUNDATION TON 100 0.00 0.01 0.00
)259. 607 REPLACEMENT BACKFILL TON 200 0.00 0.01 0.00
?211. 503 AGGREGATE BASE PLACED, C.Y. 1317 1410.00 12.00 16920.00
CLASS 5
?331.508 TYPE 41 WEARING COURSE TON 594 695.21 19.00 13208.99
MIXTURE
?331.514 TYPE 31 BASE COURSE TON 594 677.14 18.00 1218$.52
MIXTURE
?531.501 CONCRETE CURB & GUTTER, L.F. 3520 3490.00 4.85 16926.50
DES. 5518
�521.501 4" CONCRETE WALK . S.F. 9496 9081.00 1.55 14075.55
?521.502 6" CONCRETE WALK S.F. 460 1560.00 1.60 2496.00
�257.406 6" DIP WATERMAIN, CL. 52 L.F. 293 2$6.00 10.00 2860.00
�257.408 8" DIP WATERMAIN, CL. 52 L.F. 1733 1713.00 12_00 20556.Q0
�257.606 6" R.S. GATE VALVE & BOX EACH 6 6.00 300.00 1800.00
�257. 608 8" R.S. GATE �7ALVE & BOX EACH 4 4.00 400.00 1600.OJ
�257. 630 FITTINGS � LBS. 1350 740.00 1.00 740.�0
�257. 640 FIRE HYDRANT EACH 4 4.00 1100.00 4400.00
�257. 641 SALVAGED HYDRANT EACH 1 1.00 700.00 ?00.00
�257.710 1" COPPER SERVICE L.F. 1733 1690.00 5.00 $450_00
�257.730 1" CORPORATION STOP EACH 36 36.00 30.00 1080.00
�257.740 1" CURB STOP & BOX EACH 36 36.00 70.00 2520.00
�257.806 INSULATION BD.FT 192 192.00 1. 50 2$8.00
?357. 502 . BITUMINOUS MATERIAL FOR GAL. 353 328.00 1.50 492.00
TACK COAT
�258.401 12" RCP C.B. LEAD, L.F. 128 156.00 14.00 2184.OQ
CL. IV
)258.415 15" RCP STORM SEWER, L.F. 61 58.00 16.00 928.00
CL. IV
)258.418 18" RCP STORM SEWER, L.F. 68 64.00 18.00 1152.00
CL. IV
'AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
�
)258.421 21" RCP STORM SEWER, L.F. 731 727,00 20.00 14540.00
CL. IV
)258.801 MANHOLE/CATCH BASIN, L.F. 46 37.00 100.Q0 3700.00
TYPE B
�258.802 MANHOLE/CATCH BASIN, L.F. 12 12.00 100.00 1200.00
TYPE B-1
�258.811 CATCH BASIN, TYPE X L.F. 28 30.00 100.00 3000.00
�258.812 CATCH BASIN, TYPE Y L.F. 5 5.00 110.00 550.00
�258.821 STORM MANHOLE CASTING, EACH 2 2.00 170.00 340.00
TYPE R-1669
�258.831 C.B. CASTING, EACH 7 7.00 188.00 1316.00 •
TYPE R-3067V
�258.832 C.B. CASTING, TYPE R-2561EACH 2 2.00 225.00 450.00
BOLTED �`
�258.$33 SALVAGED STORM SEWER EACH 3 3.00 50.00 150.00
CASTING
�256.408 8" PVC SEWER, 10' TO 15 ' L.F. 925 923.00 12.00 11076.00
DEEP
�256.410 10" DIP SEWER, 20' TO 25'L.F. 951 957.00 30.00 28710.00
DEEP
�256,701 MANHOLE, 10' DEEP EACH 7 7.00 1067.0� 7469.00
J256.702 EXCESS MANHOLE DEPTH L.F. 72 74.00 60.00 4440.00
J256.706 OUTSIDE MANHOLE DROP L.F. 25 27.00 125.00 3375.00
SECTION
�256.801 8" X 4" PVC WYE EACH 21 21.00 50.00 1050.00
�256.802 10" X 4" DIP TEE EACH 15 15.00 200.00 3Q00.00
J256.803 4" PVC SERVICE PIPE L.F. 1458 1515.00 8.00 12120.00
0256.805 4" DIP RISER PIPE L.F. 267 252.00 10.00 2520.00
�256.901 SALVAGED CLEAN OUT L.S. i 1.00 100.00 100.00
�256.902 DISCONNECT PRIVATE LIFT L.S. 1 1.00 100.00 100.00
STATION
)564. 602 INSTALL STREET NAME SIGN EACH 2 2.00 50.00 100.00
)564. 603 SALVAGED BARRICADES L.F. 32 24.00 1.00 24.00
'AGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
575.501 SEEDING ACRE 1 0.08 300.00 24.00
575. 502 SEED, MIXTURE 600 LB. 75 26.80 1.50 40.20
575.505 SODDING, TYPE LAWN S.Y. 2600 2362.00 1.25 2952.50
575. 511 MULCH MATERIAL, TYPE I TON 2 0.24 50.00 12.Q0
575. 519 DISC ANCHORING ACRE 1 0.08 50.00 4.00
575.523 WOOD FIBER BLANKETS, S.Y. 100 0.00 1.00 0.00
TYPE HV
575. 532 COMMERCIAL FERTILIZER, LB. 100 2$7.00 1.-00 287.00
12-12-12
545.523 2" NONMETALLIC CONDUIT L.F. 120 290.00 5.00 i450.00
AGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
APPLICATION FOR PAYMENT - Continued
23H,H 1 1. � L
�tal Contract Amount � 22g , 571 . 80 Total Amount Earned $ �.�,,�.,;�;, �� �
r
�teri al Sui tably Stored on Si te, Not I ncoporated i nto Work $ 0 .00
�ntract Change Order No. 1 Percent_Complete 100 $ 22, 574 .66
�ntract Change Order No. Percent Complete $
�ntract Change Order No. Percent Complete $
GROSS AMOUNT DUE. . .. . . . . . . .. . . . $ 25 7, 0 46 .9 2
LESS % RETAINAGE. . . . . .. .. $ 2,252 .55
• AMOUNT DUE TO DATE. . . . . .. .. .. . . $ 254, 794 .37
. LESS PREVIQUS APPLICATIONS... . . $ 236,494 .99 v
�AMOUNT DUE THIS APPLICATION. .. . $ 18,299 .38
JN7RACTOR'S AFFIOAVIT
ne undersigned Contraetor hereby swears under penalty of perjury that (1) all previous progress.
3yments received from the Owner on account of work performed under the contract referred to
�ove have been applied by the undersigned to discharge in full a71 obligations of the under-
igned incurred in connection with work covered by prior Applications for Payment under said
�ntract, and (2) all
aterial and equipment incorporated in said Project or otherwise listed in or covered by this
?plication for Payment are free and clear of all liens, claims, security interests and
ncumbrances. ,
.
ated .! , I9 �j� Excel Utilities , Inc .
CO�tractor}
� -
$y
� Name �and i tl e) -
�UNTY OF ),� SS
TA7E OF ; .e�
sfare me on th S � day of � �' , 19 Q.3 personally appeared
�t Yc r:� �'•�.4 ^ CTIOWtl�O Tt1@�H�1D being c�uly sworn, did 4epose.
n s�y nt he is t e � ,t ef the Contractor ahove mentioned!
Office
nat he executed the above Application for Payment and Affidavit on behalf of said Contractor;
nd that ail of the statements contained therein are true, correct and complete.
:y Commission Expires: �- .
`f `� "17 �0 . NtY
My Cx..`.i:sslon Ea�lrus Apr.3.79?7
he undersigned has checked the Contractor's Appiicat part of
his Apptication is the Cor�tractor's AffSdavit stating Lhat a11 previaus payments to htm
nder this Contract have been dpplied by him to dlscharge in full al1 of his obligations in
onnection with the work covered b�� all prior Appllcations for Pay�nent.
n aCcordanc� with the Contract, ti�e undersigned approves payment to the Contractor Of the
��naunt Due.
ate 8-9,3 SNOR? (,l IO NUk OiV, INC.
..._..�_. _ _ _ �y
�^e _ 5 of V _5
�
List of Estirnated Quantities
West Ridge 4th Addition
Change Order No. 1
(O'Leary's Hiils 6th Addition)
Est. Qty. Unit Total
�m Description ni Q� To Da�g Price Amount
2021.501 Mobilization L.S. 1 1 $S,OOO.QO $5,000.00
0222.601 Common Excavation LS. 1 1 3,000.00 3,000.00
2104.501 Remove Concrete Curb&Gutter L.F. 84 83 2.� 166.00
0259.601 Crushed Rock Pipe Foundation Ton 10 0 0.01 � 0.00
0259.603 Granular Pipe Foundation Ton 10 0 OA1 0.00
0259.607 Replacement Backfill Ton 20 0 Q.Ol 0.00
2211.503 Agg.Base Placed C.Y. 110 197.55 12.00 2,370.60
2331.508 Type 41 Wearing Course Mix Ton 105 107.16 19.00 2,036.04
2331.514 Type 31 Base Course Mix Ton 105 133.54 18.00 2,403.72
2531.501 Concrete Curb&Gutter L.F. 290 262 4.85 1,270.70
0257.406 6" DTP WM,CL 52 L.F. 150 110 25.00 2,750.00
0257.606 6"RS.GV&Box Each 2 2 300A0 600.00'
0257.630 Fittings Lb. 112 56 1.00 56.�
0257.640 Fire Hydrant Each 1 1 1,100.00 1,100.00
0257.$06 Insulation Bd.Ft. 0 224 1.50 336.00
2357.502 Bit.Material for Tack Gal. 55 55 1.50 $2.50
0564.602 Install Street Name Sign Each 1 1 50.00 5Q.00
0564.603 Barricades L.F. 16 24 37.50 900.00
2575.501 Seeding Acre 0.20 0.04 300.00 1200
2575.502 Seed,Mixture 600 Lb. 20 13.4 1.50 20.10
2575.505 Sodding,Lawn Type S.Y. 325 240 1.25 3$O.QO
2575.511 Mulch Material,Type 1 Ton 40 0.12 50.00 6.00
2575.519 Disc Anchoring Acre 0.20 0.04 50.00 200
2575.532 Fertilizer,Analysis 12-12-12 Lb. 30 33 1.00 33.00
2545.523 2" Nonmetallic Conduit L.F. 60 0 5.00 �
Total $22,574.66
,
West Ridge Fourth Addition
Contract Deductions
Liquidated Damages
September 18, 1992 $ 5Q0.00 (Substantial Completion)
October 2, 1992 200.00 (Finai Compietion)
October 5, 1992 200.00 (Fnai Completion)
October 6, 1992 200.00 (Fnai Compietion)
October 29, 1992 _ 200.00 (Fnal Completion)
October 30, 1992 200.00 (Final Compietion)
November 2, 1992 200.40 (Fnal Compietion}
November 3, 1992 � 200.00 (Fnal Completion)
November 4, 1992 200.00 (Finai Completion)
November 5,1992 200.00 (Fnai Completion)
November 8,1992 200.00 (Fnai Compiebon)
November 9, 1992 200.00 (Final Completion)
November 10, 1992 200.00 (Fnal Compietion)
November 11, 1992 200.00 (Fnal Compietion) �
November 12, 1992 200.00 (Final Completion)
November 13, 1992 200.00 (Fnai Compietion)
Total Liquidated Damages �-�;598:6Q'"� -
�i'`175o.vo pE-�e svo ofi►��,�vso�,
Gl7-Y o� 205'�es►�7'
Retests
Soil Density Tests, lnstant Testing Company
July 15, 1992 3='R" $ 34.25
August 14, 1992 6='R" 34.25
August 14,1992 8-"R" 34.25
August 19,1992 6=R" 43.90
September 14, 1992 13"R" 43.90
September 14,1992 16"R" 43.90
Total Soil Density Retests $ 368.50
Watermain Chlorine Residual Tests -Twin City Testing, Inc.
September 16, 1993 East F.H @ $ 134.05
156th St. W.
Totat Retests $ 5Q2.55
Summary of Deductions to Contract
�iquidated Damanges: � $�3;�88:�tf� �So
Retests 502.55 �
TUTAL CONTRACT DEDUCTtON $�4;982�5 ,�a Sa.SS