HomeMy WebLinkAbout4.f. Pay Estimate #1 West Ridge 5th & Shannon Pond 3rd, City Project #242 & #248 f . ' CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: July 5, 1994
AGENDA ITEM: Pay Estimate #1 , West Ridge 5th Addition AGENDA SECTION:
& Shannon Pond 3rd Addition, City Project #'s 242 & 248 Consent
PREPARED BY: Bud Osmundson ACENDA
City Engineer/Public Works Director ��� #
ATTACHMENTS: Pay Estimate #1 APPROVED BY:
This item requests the first payment to Hydrocon, Inc. in the amount of 594,819.63 for
construction of City Project No.'s 242 & 248, a joint project for West Ridge 5th Addition
and Shannon Pond 3rd Addition Street and Utilities.
Work completed and represented in this amount as of June 17, 1994 is 35% of the
contracted work. The utility work will be completed by July 1 with street construction
following shortly.
Attached is a copy of the Pay Estimate for your information. Staff recommends approval
of this first payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT NO. 1 TO HYDROCON, INC. IN
THE AMOUNT OF 594,819.63 FOR WEST RIDGE 5TH ADDIT(ON AND SHANNON POND 3RD
ADDITION STREET AND UTILITIES IMPROVEMENTS, CITY PROJECT #'s 242 & 248.
COUNCIL ACTION:
3
f
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
NO. 1
CITY PROJECT NO: 242 & 248 SEH FILE NO: A-ROSEM9403.02 & 9403.03
PROJECT: WEST RIDGE 5TH ADDN. & SHANNON POND 3RD ADDN.
CONTRACTOR: Hydrocon, Inc CONTRACT DATE:
P.O. Box 129 APPLICATION DATE: 6/17/94
North Branch, MN 55056 FOR PERIOD ENDING: 6/17/94
Total Contract Amount $ 289,252.00 Total Amount Earned $ 83,630.00
Material Suitably Stored on Site,
Not Incorporated into Work $ 16,180.14
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . . . $ 99,810.14
LESS 5% RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . $ 4,990.51
AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . . . . $ 94,819.63
LESS PREVIOUS APPLICATION . . . . . . . . . . . . . . . . $
AMOUNT DUE THIS APPLICATION . . . . . . . . . . . . $ 94,819.63
APPROVED: -
�
smun son
City Engineer/Assistant Director of Public Works
,
APPUCATION FOR PAYMENT
(UNIT PRICE CONTRAC�
NO. 1
OWNER: Rosemount,Minnesota OWNER'S PROJECT NO. 242&248
------------------------------------------------------------------------• ---------------
ENG.PROJECT NO. A-ROSEM9403.00
LOCATION: West Ridge 5th Addition&Shannon Pond 3rd
CONTRACTOR Hydrocon,Inc. CONTRACT DATE
----------------_----------------------------------------------
P.O.Box 129 CONTRACT AMOUNT $289,252.00
-------------------------------------------------------------------------• ----------------
North Branch,Minnesota 55056
------------------------------------------------------------------------
CONTR.FOR Utility and Street Construction
----------------------------------------------------------------------- ---------------------------------------------------------------
APPLIC.DATE June 17 r 199�
------------------------------------------------------------------------•
PERIOD END. Juen 15, 1994
-----------------------------------------------------------------------
APPIICATION FOR PAYMENT
CONTRACT QUANTITY UNIT
ITEM NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
----------------------------------------------------------------------------------
SCHEDULE A-SANITARY SEWER W n n
0259.601 Crushed Rock Pipe Foundation Ton 300 $o•��
0259.603 Granular Pipe Foundation Ton 300 $0.01
0259.607 Replacement Backfill Ton 600 $0.01
0256.408 8"PVC Sewer,10'-15'Deep L.F. 2370 �� �..g $9.00 �.�9.0�
0256.701 Manhole,10'Deep Each 11 _$ _�2 $1,150.00 ���.��
0256.702 Excess Ma�hole Depth L.P. 34 $55.00
0256.801 8'x 4"PVC Wye Each 52 �� _� $35.00 1___;_r�7�i�.��
0256.803 4"PVC Service Pipe l.F. 2450 �J�g �� $5.00 ��5��0
0256.805 4'PVC Riser Pipe L.F. 73 62 _� $8.00 —�b8•��
0256.900 Connect to Existing Sewer Each 3 _� _�. $200•00 FiCI�.00
SCHEDULE B-WATERMAIN
2660.406 6"DIP Watermain,Ci.52 L.F. 1325 �Q.Q� _$ $��•�0 ��3.��
2660.408 8"DIP Watermain,Ci.52 ' L.R 1012 �'�'34' $13.00 J�6�'2•��
2660.450 DIP Fittings �b. 1100 .�V� $0.30 198.��
2sso.sos s'Gate Valve&Box Each 6 3 $aoo.00 1�200.00
2660.508 8"Gate Vaive&Box Each 1 $500.00
2660.600 Hydrant Each 4 �� �� $1,200.00 �4�.��
266o.6t0 SalvageHydrantAssembly Each � 1 5200.00 200.00
Page 1 of 4
' West Sha�non
2660.620 Salvage&Reinstail G.V.&Box Each 2 $15p,pp 15�•��
2660.711 1'Copper Service PiPe L.F. 2550 1599 236 $s.� 9 r
175.00
2sso.�a� r Corporation Stop Each s$ � 6 �o,� 1,200.00
2660.751 1"Curb Stop&Box Each 58
��k _�. $75.00 �.yQQ�.��
2660.800 Insulation Bd.Ft 100 $0.50
2660.910 72•x 6"Pressure Tap w/6'Gate Valve&Box Each 2 �� �..1 $7,200:00 2.���.0�
2660.911 12"z 8'Pressure Tap w/8'Gate Valve 8 Box Each 1 �•J �•J $1 400 Op 1����•��
2660.930 Connect to Inplace Watermain Each & � $150.00 �'S0•��
SCHEDULE C-STORM SEWER
0258.412 12'RCP Storm Sewer,Class 5 L.F. 207 $14.00
0258.415 15"RCP Storm Sewer,Class 5 L.F. 896 $15.00
0258.418 18`RCP Storm Sewer,Class 5 L.F. 30 $17.00
0258.424 24'RCP Storm Sewer,Class 3 L.F. 63 $27.00
0258.801 Manhole,Type B L.F. 33 $127.00
0258.811 Catch Basin,Type X L.F. 42 $100.00
0258.812 Catch Basin,Type Y L.F. 26 $127.00
0258.820 Manhole Casting,Type R-1642 Each 5 $150.00
0258.830 Catch Basin Casting,Type R-3067V Each 11 $225.00
0258.901 Connect to Inplace Storm Sewer Each 3 $250.00
2573.501 Bale Check Each 50 $4.00
2573.503 Siit Fence,Preassembled L.F. 400 � $1.20 66.��
SCHEDULE D-STREETS
2021.501 Mobilization . L.S. 1 � 0.25 $3,000.00 1. 50�.��
2104.501 Remove Concrete Curb �.F. 760 $1.00
2104.503 Remove Sidewalk S.F. 360 $0.30
2104.513 Sawing Bituminous Pavement L.F. 276 $0.50
2101.502 Clearing Tree 5 $0.20
2101.507 Grubbing Tree 5 $0.20
2573.511 Rock Construction Entrance Each 1 $400.00
2105.501 Common Excavation C.Y. 2000 $0.01
2105.521 Granular Borrow(LV) C.Y. 2000 $0.01
2111.501 Test Rolling Rd.Sta. 35 $10.00
2112.501 Subgrade Preparation Rd.Sta. 35 $100.00
2211.502 Aggregate Base,Class 5 C.Y. 2290 $625
2331.508 Type 41 Wearing Course Mixture Ton 1051 $19.00
2331.514 Type 31 Base Course Mixture Ton 1051 $17.50
2531.501 Co�crete Curb&Gutter,Modified Surmountable L.F: 6590 $4.60
2521.501 4'Concrete Walk S.F. 19560 $1.40
2521.506 6"Concrete Walk S.F. 4560 $Y.90
2357.502 Bituminous Material for Tack Coat Gal. 640 $1.00
0260.701 Adjust Frame 8 Ring Casting Each 20 $90.00
0260J03 Adjust Valve Box Each 14 $65.00
Page 2 of 4
,
West Shannon
2104.523 ' Salvage Signs and Barriqdes Each 9 �5'�
0564.602 Fumish&Install Street Name Signs Each 4 $�85•�
2564.531 Fumish&InsCali Sign Panels.Type'C' S.F. 79 $�s•�
2575.501 Seeding Acre 0.6 $2.950.00
2575.502 Seed,Mixture 600 Lb. 90 �•�
2575.505 Sodding,Type A s.v. a�so 12 $2.00 2�.00
2575.511 Mulch Materiai,Type 1 Ton 1.5 $250.00
2575.519 Disc Anchoring Acre 0.6 $100.00
2575.532 Commerciai Fertilizer Analysis 12-12-12 L.b• C�0 $���
Page 3 of 4
� APPLICATION FOR PAYMENT - Continued
Total Contract Amount $ 289. 252 .00 Total Amount Earned $ 83,630.00
Material Suitably Stored on Site, Not Incoporated into Work $ 16,180.14
Contract Change Order No. Percent_Complete $ '
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE. . . . . . . . . . . . . . . $ 99�810.14
LESS 5 % RETAINAGE. . . . . . . . . $ �,990.51
AMOUNT DUE TO DATE. . . . . . . . . . . . . $ 9�,8�9•63
LESS PREVIOUS APPLICATIONS. . . . . $
� AMOUNT DUE 'THIS APPLICATION. . . . $ 9�►819•63
CONTRACTOR'S AFFIDAVIT
The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress.
payments received from the Owner on account of work performed under the contract referred to
above have been applied by the undersigned to discharge in full all obligations of the under-
signed incurred in connection with work covered by prior Applications for Payment under said
contract, and (2) all
materiaT and equipment incorporated in said Project or otherwis� listed in or covered by this
Application for Payment are free and clear of all liens, claims, security interests and
encumbrances.
Dated June 17 � lg 94 Hydrocon, Inc .
Cont tor
By President
(Name and Title)
COUNTY OF Chisago } SS
STATE OF Mi nn .s�t . )
Before me on this 17th day of June , 19 9�' personally appeared
Thomas M.�— known to me, who being duly sworn, did depose
and say that he is the of the Contractor above mentioned;
Office }
that he executed the above Application for Payment and Affidavit on behalf of said Contractor;
and that all of the statements contained therein are true, correct and complete.
i r
My Commi s s i on Exp i r� CANDYCE L.HAIS � _
NOTARY Pt18CIC—MiNNESOTA I No ta r P u b 1 i c
�' _ �- CHISAGO COUNTY � y
My Cmurusvrn Exp�ras AUW 23.1496 {
The undersigned has i ac or's Application for Payment shown above. A part of
this Application is the Contractor's Affidavit stating that all previous payments to him
under this Contract have been applied by him to discharge in full all of his obligations in
connection with the work covered by all prior Applications for Payment.
In accordance with the Contract, the undersigned approves payment to the Contractor of the
Amount Due.
, SNORT IOTT D ICKS , INC.
Date ( — �.O - q�{- B '
y
Pa^e __ 4 of 4
Cos T S��tT
,
APPLICATION FOR PAYMENT
(UNIT PRICE CONTRACT)
NO.�
OWNER: Rosemount,Minnesota OWNEA'S PROJECT NO. 242&248
----------------------------------------
Y ENG.PROJECT NO. A-ROSEM9403.00
LOCATION: West Ridge 5th Addition&Shannon Pond 3rd
CONTRACTOR Hydrocon,Ina CONTRACT DATE
-------------------------------------------------------------------------- ----------------
P.O.Box 129 CONTRACT AMOUNT $289,252.00
--------------------------------------------------------------------------- ----------------
North Branch;Minnesota 55056
--------------------------------------------------------------------------
CONTR.FOR Utility and Street Construction
------------------------------------------------------------------------- -------------------------• -----------------------------
APPLIC.DATE
--------------------------------------------------------------------------
PERIOD END.
---------------------------------------------------------------------------
APPLICATION FOR PAYMENT
CONTRACT QUANTITY UNIT
ITEM-NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
----------------------------------�---------------------------------------------------
SCHEDULE A-SANITARY SEWER W n
0259.601 Crushed Rock Pipe Foundation Ton 300 _ $0.01 0.00 0.00
0259.603 Granular Pipe Foundation � Ton 300 _ $0.01 0.00 0.00
0259.607 Repiacement BacMill Ton 600 _ $0.01 0.00 0.00
0256.408 S'PVC Sewer,10'-15'Deep L.F. 2370 1742 369 $9.00 15678.00 3321.00
0256.701 Manhole,10'Deep Each 11 S 2 $1,150.00 9200.00 2300.00
0256.702 Excess Manhole Depth LF. 34 _ $55.00 0.00 0.00
0256.801 8"x 4"PVC Wye Each 52 39 11 $35.00 1365.00 385.00
0256.803 4'PVC Service Pipe l.F. 2450 1468 305 $5.00 7340.00 1525.00
0256.805 4'PVC Riser Pipe L.F. 73 62 9 $8.00 496.00 72.00
0256.900 Conned to Existing Sewer Each 3 2 7 $200.00 400.00 200.00
SCHEDULE 8-WATERMAIN
2660.406 6'DIP Watermain,CI.52 L.F. 1325 1005 8 $11.00 11055.00 88.00
2660.408 8'DIP Watermain,CI.52 L.F. 1012 434 $13.00 5642.00 0.00
2660.450 DIP Fittings Lb. 1100 660 $0.30 198.00 0.00
2660.506 6'Gate Valve&Box Each 6 3 $400.00 1200.00 0.00
2660.508 8"Gate Valve&Box Each t _ $500.00 0,00 0.00
2660.600 Hydrant Each 4 2.5 0.5 $1200.00 3000.00 600.00
2660.619 Salvage Hydrant Assembly Each t 1 $200.00 200.00 0.00
Page t of 4
West Shannon West Shannon
2660.620 Salvage&Reinstall G.V:&Box Each 2 1 $150.00 150.00 0.00
2660.711 .. 1'Copper Service Pipe LF. 2550 1599 236 $5.00 7995.00 1180.00 II
2660.731 1"Corporation Stop Each 58 34 6 $30:00 1020.00 180.00
2660J51 1'Curb Stop 8 Box Each 58 34 6 $75.00 2550.00 450.00
2660.800 Insulation Bd.Ft. 100 _ $0.50 0.00 0.00
2660.910 12'x 6'Pressure Tap w/6•Gate Vatve&8ox Each 2 0.5 1.5 $1,200.00 600.00 1800.00
2660.911 12"x 8'Pressure Tap w/8"Gate Valve 8 Box Each 1 0.5 0.5 $1,400.00 700.00 700.00
2660.930 Connect to Inplace Watertnain Each 6 3 $150.00 450.00 0.00
SCHEDULE C-STORM SEWER
0258.412 12'RCP Storm Sewer,Class 5 LF. 207 _ $14.00 0.00 0.00
0.00 0.00
0258.415 15'RCP Storm Sewer,Class 5 L.F. 896 _ $15.00 0:00 0.00
0.00 0.00
0258.418 18"RCP Stortn Sewer,Class 5 L.F. 30 _ $17.00 0.00 0.00
0.00 0.00
0258.424 24'RCP Storm Sewer,Class 3 L.F. 63 _ $27.00 0.00 0.00
0.00 0.00
0258.801 Manhole,Type B L.F. 33 _ $127.00 0.�0 0.00
0.00 0.00
0258.811 Catch Basin,Type X L.F. 42 _ $100.00 0.00 0.00
-0.00 0.00
0258.812 Catch Basin,Type Y L.F. 26 _ $127.00 0.00 0.00
0.00 0.00
0258.820 Manhole Casting,Type R-1642 Each 5 _ $150.00 0.00 0.00
0.00 0.00
0258.830 Catch Basin Casting,Type R-3067V Each 11 _ $225.00 0.00 0.00
0.00 0.00
0258.901 Connect to Inplace Storm Sewer Each 3 _ $250.00 0.00 0.00
0.00 0.00
2573.501 Bale Check Each 50 _ $4.00 0.00 0.00
0.00 0.00
2573.503 Silt Fence,Preassembletl L.F. 400 55 $120 66.00 O.QO
SCHEDULE D-STREETS
2021.501 Mobilization L.S. 1 025 025 $3,000.00 750.00 750.00
2104.501 Remove Concrete Curb L.F. 160 _ $1.00 0.00 0.00
2704.503 Remove Sidewalk S.F. 360 _ $0.30 0.00 0.00
2104.513 Sawing Bituminous Pavement L.F. 276 _ $0.50 0.00 0.00
2101.502 Clearing Tree 5 _ $0.20 0.00 0.00
2101.507 Grubbing Tree 5 _ $020 0.00 0.00
2573.511 Fock Construction Entrance Each 1 $400.00 Q.00 0.00
2105.501 Common Excavation C.Y. 2000 _ $0.01 0.00 0.00
2105.521 Granular Borrow(LV) C.Y. 2000 _ $0.01 -0.00 O.OQ
2111.501 Test Roiling Rd.Sta. 35 _ $10.00 0.00 0.00
2112.501 Subgrade Preparatlon Rd.Sta. 35 _ $100.00 0.00 0.00
2211.502 Aggregate Base,Class 5 C.Y. 2290 _ $625 0.00 0.00
2331.508 Type 41 Wearing Course MiMure Ton 1051 _ $79.00 0.00 0.00
2331.514 Type 31 Base Course Mixture Ton 1051 _ $17.50 0.00 0.00
2531.507 Concrete Curb 8 Gutter,Modffied Surmountable L.F. 6590 _ $4.60 0.00 0.00
2521.501 4'Concrete Walk S.F. 19560 _ $1.40 0.00 0.00
2521.506 6"Concrete Walk S.F. 4560 _ $1.90 0.00 0.00
2357.502 Bituminous Material for Tack Coat Gal. 640 _ $1.00 0.00 0.00
0260J01 Adjust Frame&Ring Casting Each 20 _ $90.00 0.00 0.00
0260.703 Adjust Valve Box Each 74 _ $65,00 0.00 0.00
Page 2 of 4
W�t Shannon West Shannon
2704.523 Salvage Signs and Barticades Each 9 _ $25.00 0.00 0.00
0564.602 Fumish&Irutall Street Name Signs Each 4 _ $185.00 0.00 0.00
2564.531 Fumish&Instal�Sign Panels,Type'C S.F. 79 _ $16.00 0.00 0.00
2575.501 Seeding Acre 0.6 _ $2.950.00 0.00 0.00
2575.502 Seed,MiMure 600 Lb. 90 _ $3.00 0.00 0.00
2575.505 Sodding,Type A S.Y. 4�50 12 $2•00 24:00 0.00
2575.511 Mulch Material,Type 1 Ton 7.5 _ $250.00 0.00 0.00
2575.519 Disc Anchoring Acre 0.6 _ $100.00 0.00 0.00
2575.532 Commerdal Fertilizer Anaiysis 12-12-12 Lb. 60 _ $1.00 0.00 0.00
70079.00 13551.00
Page 3 of 4
COST SPUT �I
CITY PROJECT 242 & 248
APPLICATION NO. 1
West Ridge 5th Addition Shannon Pond 3rd Addition
Total Amount Earned $70,079.00 $13,551.00
Materials on Site $7,281.06 $8,899.08
Contract Change Order No. - 0.00 0.00
Gross Amount Due $77,360.06 $22,450.08
Less 5% Retainage $3,868.01 $1,122.50
Amount Due to Date $73,492.05 $21,32�.58
Less Previous Application 0.00 0.00
Amount Due this Application $73,492.05 $21,327.58
Page 4 of 4