HomeMy WebLinkAbout4.e. Payment 4, 145th Street Reconstruction, City Project #245 �� � CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: November 1, 1994
AGENDA ITEM: Payment #4, 145th Street Reconstruction AGENDA SECTION:
City Project #245 Consent
PREPARED BY: Doug Litterer AGEND��� � �
Civil Engineer �
ATTACHMENTS: Payment Voucher #4 APPROVED BY:
This item requests the fourth payment to B.H. Heselton Company, Inc. in the amount of
5132,222.58 for construction on City Project #245, 145th Street West Reconstruction.
Work completed and represented in this amount as of October 19, 1994 was 71 % of the
contracted work. The work has been inspected and is in compliance with contract
documents.
Attached is a copy of the Payment Voucher for your information. Staff recommends
approval of this fourth payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #4 TO B.H. HESELTON
COMPANY, INC. IN THE AMOUNT OF 5132,222.58 FOR 145TH STREET ��
RECONSTRUCTION, CITY PROJECT #245. '�
COUNCIL ACTION:
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. . ✓ . � � . . � . . .. .
' O1T
$CIlE1CIt
M�2I'Oit&
Associabes,Inc.
300 Park Place Fzst
5775 Wayzata Boulevazd
II Minneapolis.MN 55416-1228
612-595-5775
1-800-753-5775
FAX 595-5774
October 20, 1994 Engineers
Architects
Planners
Surveyors
Honorable Mayor and City Council
City of Rosemount
2875 - 145th Street West
_.� Rosemount, MN 55068
Re: 145th Street West Utilities & Street Improvements
S.A.P. 208-103-08
City of Rosemount, MN
City Project No. 245
OSM Project No. 443$.80
Dear Mayor and City Council Members:
Enclosed are four (4) copies of Construction Pay Voucher Na 4 for the referenced project
in the amount of $132,222.58.
Please make payment in this amount to B. H. Heselton Company, Inc., Faribault, MN at .
your earliest convenience.
Sincerely,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
���.,. ' ��;���s�
Brian J. Bourassa, P.E.
Project Manager
Enclosures
c; Bud Osmundson, City of Rosemount
Rich Lonnquist, City of Rosemount
B. H. Heselton Company, Inc.
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J:\0438.80\CI V IL\CORRES\VOa-CI'Y.LTR
Equal Opportunity Employer '
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CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 4 Dates October 19, 1994
OSM Project Number: 4438.80 Period Ending: October 18, 1994
Project: 145TH STREET WEST UTILITIES & STREET IMPROVEMENTS
S.A.P. 208-103-08
CITY OF ROSEMOUNT 245
Contractor: B. H. HESELTON CO. , INC.
P.O. BOX 246
FARIBAULT MN 55021
Contract Date: Work Started:
Completion Date: Work Completed:
Original Contract Amount 647, 006.00
Total Additions 0.00
Total Deductions 0.00 ,
Total Funds Encumbered 647,006.00 �,
Tota1 Work Certified to Date 481,470.17
Less Retained Percentage 5.00� 24,073.51
Less Previous Payments 325, 174.08 j
Total Payments Incl This Voucher 457,396.66
Balance Carried Forward 189,609.34
APPROVED FOR PAYMENT, THIS VOIICHER 132,222.58
APPROVALS
ORR-SCHELEN-MAYERON & ASSOCIATES, INC.
Pursuant to our field observation, as performed in accordance with our
contract, and based on our professional opinion, materials are
satisfactory and the work properly performed in accordance with the plans
and specifications and that the total work is;
?4$ completed as of October 18, 1994.
We herby recommend payment of this voucher.
♦
.
Signed: Signed:
Construction observer Project M age / ngineer
B. H. HESELTON CO. , 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
Date: Date:
PAGE 1
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VOUCHER DETAIL LiST
Estimate Voucher Nunber: 4 Project: 145TH STREET WEST UTILtTIES 8 STREET [MPROVEMENTS Oate: OCTOBER 19, 1994
OSM Project Number: 4438.80 CITY Of ROSEMOUNT PROJ. NO.: 245
for S.A.P, 208-103-08
CiTY OF ROSEMOUNT
SCHED A - STREETS
Contract Contract Campleted This Month Total To Date
Item Spec No Description Guantity Units Unit Price Totat Price Quantity; Totat Quantity Total Price
---- -------- ------------------------------------ --------- -------- I
1 2021.501 MOBILIZATION 1 LUMP SUM 1,000.00 1 000.00 0 0.00 1 1,000.00
2 2104.501 REMOVE SE1�tER PIPE (STORM) 201 LiN fT 4.00 804.00 -16 -64.00 185 740.00
3 DIV 11 CLEANUP 1 LUMP SUM 5,000.00 5,000.00 0 0.00 0 0.00
4 2104.501 REMOVE CURB AND GUTTER 3900 lIN FT 1.50 5,850.00 -172 -258.00 3728 5,592.00
5 2104.503 REMOYE CONCRETE SIDEWALK 13D00 SQ fT 0.40 5,200.00 0 0.00 13000 5,200.00
6 2104.505 REMOVE CONCRETE DRtVEHAY PAVEMENT 670 SQ YD 3.95 , 2,646.50 -23 -90.85 577 2,2T9.15
7 2104.505 REMOVE BtTUN[NOUS PAVEMENT 9500 SQ 1'D 0.80 7,600.00 250 , 200.00 9500 7,600.00
8 2104.509 REMOVE MANHOLE �2 CATCN BASIN 4 EACH 165.00 660.00 t 165.00 4 660.00
9 2104.509 REMOVE flANDHOLE 2 EACH 165.00 330.00 0 0.00 2 330.00
10 2104.509 REMOVE LIGNT STAN�ARD BASE 2 EACH 165.00 330.00 2 330.00 2 330.00
11 2104.511 SAWING CONCRETE PAVEMENT (fULL 300 lIN fT 3.85 1,155.00 75 288.T5 275 1.058•75
DEPTH)
12 2104.513 SA1tING eIT PAVEMENT CfUll DEPTH) 360 liN fT 2,00 720.00 340 680.00 340 680.Q0
13 2105.501 ca�oN Exc�vATtoN 19400 cu ro 3.45 66,930.00 4176 14,40T.20 113T6 39,247.20
14 2105.521 GRAHULAR BORRON (LV) 20200 CU 11D 4.25 85,850.00 2790 11,857.50 8590 36,507.50
15 2211.501 AGGREGATE BASE CLASS S 100% 1000 TON 7.80 7,800.00 676.3 5,2T5.14 1903.3 14,845.T4
C.R.fOR<TEMP
16 2211.501 AGGREGATE BASE CLASS 5 100X CRUSNED 5000 TON T.80 39,000.00 346.2 2,700.36` 4346.2 33,900.36
'I ROCK
1T 2211.501 AGGREGATE BASE CLASS Y 100X CRUSNED' 25-TON 8.50 212.50 0 0.00 ' 0 0.00
ROCK
18 2340.508 T1fPE 41 WEARING CWRSE MtXTURE 1230 TON 18.00 22,140.00 0 0.00 0 0.00
19 2340.514 TYPE 31 BASE CWRSE MtXTURE 18Q0 70N 17.00 30,600.00 1627.42 2T,666.14 1627.42 27,666 14
20 2341.521 IRREGULAR WiDTH PAVING 150 SQ 1'D 9.00 1,350.00 0 0,00 0 0.00
_ 21 2357.502 BITUMiNOUS MATERIAL Fat TACK COAT 600 GALLON 1.00 60Q.00 0 0.00 0 -0.00
22 0422:602 NOOD RETAINlNG WALL 120 SQ FT 14.50 1,74Q.00 0 0.00 0 0:00
23 0504.b02 ADJUST VALVE 80X 12 EACH 2O0,00 2,400.D0 6 1,200.00 6 1,200.�
2k 2506.522 ADJUST FRAME & RING CASTiNG 1b EACN 250.00 4,000.00 8 2,000.00 8 2,OQ0.00
25 2521.501 4° CONCRETE WALK 16500 SQ fT 1.95 32,t75.00 15000 29,250.00 15000 29,250.00
26 2531.501 CONCRE?E CURB & p1TTER DESIGN 8618 4100 L1N FT 5.45 22,345.00 3925 21,391.25 3925 21,391.25
27 2531.507 6" CONCRETE DRiVENAY PAVEMENT ' 800 SQ �D 23.00 t$,400.00 600 13,800.00 600 13,800.00
28 0563.601 TRAFFIC CONTROL 1 LINAP SUM 9,500.00 9,500:D0 0 0.00 1 9,500.00
29 2564.531 F&1 SIGN PANELS T1fPE C 18.8 SQ FT 20.00 376.00 0 0.00 0 0.00
2OF5
YOUCHER DETAII IIST
Estimate Voucher Nunber: 4 Project: 145TH STREET WEST UTILITIES & STREET tMPROVEMENTS Date: OCTOBER 19, 1994
OSM Project Number: 4438.80 CITY OF ROSEMWNT PROJ. NO.: 245
for S.A.P. 208-103-08
C1TY OF ROSEh�UNT
SCHED A - STREETS ,
Contrect Contract Campleted This Month Total To Date
item Spec No Description Duantity Units Unit Price Totat P�ice Quantity Total Quantity Total Price ,
-------- -----•-------------------------•---- --------- --
30 0564.603 4" SOLiD LINE YHITE-PAlNT 417 LIN FT 0.70 291.90 0 0.00 0 0.00 ,
31 0564.603 24" SOLiD U NE YELLOW-PAINT 86 LIN FT 2.60 223.60 0 0.00 0 0.00 I
32 0564.603 36° SOIID L1NE YH1TE-PA1NT 54 LIN fT 5.20 280.80 0 0.00 0 0.00
33 0564.603 4" DOUBLE SOLID L1NE YELLON-PA1NT 2100 LIN fT 1.40 2,940.00 0 0.00 0 0.00
34 0565.603 INSTALL 4" R[GID STEEL CONDUIT 400 LiN FT 7.50 3,000.00 180 1,350.00 180 1,350.00 I
35 1571.501 SPRUCE,COLORADO BLUE 5� HT B&B 3 TREE 180.00 540.00 0 0.00 0 0.00 I
36 2571.502 ASH,SUMMIT 1.5" CAL 888 6 TREE 180.00 1,080.00 4 720.00 4 720.00 ����
37 2571.505 SPIREA,FROEBEL 18'� HI BR 6 SNRUB 35.00 210.00 0 0.00 0 0.00
38 2575.505 SODDING TYPE IAWN 10000 Sa YD 2.20 22,000.00 0 0.00 0 0.00
39 2573.501 BALE CNECK 65 EACN 5.00 325.00 0 0.00 0 0.00
� -------------------- ----------•--------- -----------------•--
TOTAL SCHED A - STREETS S 407,605.30 t 132,868.49 t 256,848.09
SCHE4 B - STORM SENER
Contract Contract Completed This Month Totat To Date �
Item Spec No Description Guantity Units Unit Price Total Price Duantity Totel Guantity Total P�ice �
.40 2105.543 STABILIZING AGGREGATE 200 TON 9.00 1,800.00 0 0.00 0 0.00
4t 2503.541 12" RC PiPE SEWER DESIGN 3006 CL V 25 U N FT 20.00 500.00 -17 =340.00 8 160.00
42 2503.541 15'� RC PIPE SEWER DESI�N 3006 CL V T42 LIN FT 21.25 15,767.50 13 276.25 755 16,043.75
43 2503.54t 18" RC PIPE SENER DESIGN 3006 CL V 77 lIN FT 23.00 1,T71.00 -3 -69.00 74 1,702.00
44 2503.541 21" RC PiPE SEWER DESIGN 3006 CL III 113 LfN FT 25.00 2,825.00 -4 -100.00 109 2,725.00
45 2503.541 24° RC PIPE SEWER DESIGN 3006 CL !II 425 LIN PT 27.50 1t,687.50 205 5,637.50 425 11,68T.50
46 0503.602 CONNECT TO EXiSTlNG MANHOLES 2 EACH 350.00 700.00 0 0.00 2 T00.00
4f.2506.508 CONSTRUCT MANHOIE DESIGN 4006 3 EACH 765.00 2,295.00 -1 -765.�0 2 1,530.00
48 7506.508 GOMSTRUCT MANHOLE DESIGN 48-4020 5 EACH 950.00 4,750.00 -1 -950.00 1 950.00
49 2506.509 CONSTRUCT CATCH BASIN (2' X 3� BOX) 8 EACN 700.00 5,600.00 0 0.00 8 5,600,00
54 2506.509 CONSTRUCT CATCH 8ASlN DESIGN 48-4020 5 EACN 1,200.00 6,000.00 1 1,200.00 5 b,0�.00
TOUL SCHED B - STORM SEWER S 53,b96.00 i 4,889.75 f 47,098.25
3 Of 5
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V 0 U C M E R D E T A I L L i S T
Estimate Voucher Nunber: 4 Project: 145TH STREET WEST UTILITIES & STREET IMPROVEMENTS Date: OCTOBER 19, 1994
OSM Project Number: 4438.80 CITY OF ROSENOUNT PROJ. NO.: 245
for S.A.P. 208-103-08
CtTY OF ROSEMOUNT
SCHED C - WATERMAIN
Contract Contract Compteted This Month Total To Date
item Spec No Description Guantity Units Unit Price Total Price Ouantity Totat Cuantity Total P�ice
---- -------- -------•---------------------------- --------- -
51 2104.501 REMOVE WATER MAtN 160 LIN FT 3.00 480.00 151 453.00 151 453.00
52 2104.523 SALVAGE HYDRANT 4 fACH 250.00 1,000.00 0 ` 0.00 4 1,000.00
53 0504.602 CUT-1N 6° GATE VALVE AND BOX ' 3 EACH 1,050.00 3,150.00 6 6,300.00 6 6,300.00
54 0504.602 CUT-1N 8" GATE VALVE 2 EACH 1,160.00 2,320.00 -6 -6,960.00 0 0.00
55 0504.602 CUT-1N 12" GATE VAIVE 1 EACH 1,500.00 1,500.00 0 0.00 1 1;500.00
56 0504.602 CONNECT TO EX[ST1NG WATER MAlN 7 EACH 630.00 4,41D.00 0 0.00 7 6,410.00
57 0504.602 NKDRANT ' 4 EACH 1,350.00 5,400.00 0 0.00 4 5,400.00
38 0504.602 1�� CORPORATION STOP 40 EACH 65.00 2,600.00 0 0.00 40 2,600.00
59 0504.602 6�' GATE VALVE AND BOX T EACN 450.00 3,150.00 1 450.� '7 3,150.00
60 0504.602 12° GATE VALVE AND BOX 3 EACH 910.00 2,730.00 0 0.00 3 2,730.00
61 0504.602 1" CURB STOP & BOX 41 EACH 120.00 4,920.00 0 0.00 40 4,800.00
62 0504.603 LOWER YATERNAIN 45 lIN FT 25.00 1,125.00 45 1,125.00 45 1,125.00
63 0504.603 1" TYPE K COPPER PIPE 1650 LIN FT 10.00 16,500,00 -225 -2,250.00 1402 14,020.00
64 0504.603 6'� WATER MA[N-DUCT IRON CL 52 370 LiN FT t6.60 6,142.00 -28 -464.80 336 5,57T.60
65 D504.603 12" WATER MAtN-DUCT IRON Cl 50 1935 LiN FT 25.50 4F,342.50 -2 -51.00 1928 49,164.00
, 66 0504.605 4" POLYSTYRENE INSULATiON TO SQ TD 14.50 1,015.00 34 493.00 44 638.00
67 D504.620 DUC7ILE IRON FITTINGS 4100 POUND 2.00 8,200.00 310 620.00 il� 8,200.00
68 DIV II EXPLORATORY EXCAVATION 15 EACH 225.00 3,375.00 2 450:00 5 1,125.00
-------------------• -------------------- •--------•---I------
TOTAL SCNED C - WATERMAIN S 117,359.50 S 165.20 t 112 192.60
4 OF 5
VOUCHER DETAIL LIST
Estimate Voucher Nunber: 4 Projectt 145TH STREET WEST UTILITIES & STREET dMPR011EMENTS Date; OCTOBER 19� 1994
OSM Project Nunber. 4438.80 CiTY Of ROSEMOUNT PROJ. NO.: 245 '
for S.I1.P. 208-103-08 '
CITY OF ROSEMOUNT I
SCHED D - SANTTARY SEWER
Contract Contract Completed This Nonth Totet To Date
Item Spec No Description Guantity Units Unit Price Total Price Guantity Total Quantity Total Price
•------- ------------------------------------ --------- -------
69 2105.543 STABILI2ING AGGREGATE 200 TON 8.50 1,700.00 12.85 109.23 36.85 313.23
70 2503.511 4�� PVC PIPE SEwER 1600 LIN fT 10.00 16,000.00 -148 -1,480.00 1442 i4,420.00
71 2503.511 8" PVC PIPE SEHER SDR 35 1539 liN FT 17.00 26,163.00 77 1,309.00 1540 26,180.00
72 2503.511 10° PVC PiPE SEWER SDR 35 385 LIN fT 19.00 7,315.00 60 1,140.00 382 7,258.00
73 2503.511 10" PVC PIPE SEWER DR 18 70 LIN FT 24.00 1,680.00 0 0.00 TO 1,680.00
74 0503.602 C�JNECT TO EXISTING SANITARY SEWER 2 EACN 300.00 600.00 0 0.00 2 600.00
75 0503.602 CONSTRUCT OUTSIDE OROP 1 EACH 1,100.00 1,100.Q0 0 0.00 1 1,100.00
76 0503.602 CONNECT TO EXISTING MANHOLES 2 EACH 575.00 1,150.00 0 0.00 2 1,150.00
77 0503.602 8"X4° PVC WYE 42 EACH 40.00 1,680.00 0 0.00 42 1,680.00
78 0503.602 10°X4° PYC NYE 5 EACH 65.00 325.00 0 0.00 5 325.00
79 DIV i1 4� DIA MANHOLE (0-10�) 6 EACN 1,150.00 6,900.00 0 0.00 6 6,900.00
80 DIV II EI(CESS UEPTN 4,08 LIN PT 90.00 36T.20 2 180.00 i 360.00
84 2104.509 REMOVE MANNOLE 5 EACH 150.00 750.00 0 0.00 5 750.00
TOTAL SCHED D - SANITARY SEWER S 65,730.20 S 1,258.23 S 62,716.23
SCHED E - MISCELLANEOUS ITEMS (FURNISH ONLY)
Contrect Contrect Compteted This Month Total To Dete
item Spec No Description ouantity Units Unit Price Total Price Quantity Total Guantity Total Price
---- -------- --------------------------
82 0504.602 HYDRANT 1 EACH 1,025.00 1,025.00 0 0.00 1 1�025.00
83 0504.602 6° I�IATER GATE VALVE 2 EACH 215.00 430.00 -0 0.00 2 430.00
84 0504.602 12" WATER GATE VALVE 1 EAGN 650.00 650.00 0 0.00 1 650.00
85 2506.516 CASTING ASSEMBLIES TYPE "A° 2 EACH 145.00 290.00 -0 0.00 2 290.00
86 2506.516 CASTING ASSEMBLIES TYPE "B° 1 EACH 220.00 220.00 0 0.00 1 220.00
TOTAL SCNED E - MISCELLANEOUS ITEMS (FURNISH ONLY) 3 2,6t5.00 S 0.00 S 2,615.00
.. . . . . � . . . � . e_aao=ces_e__-a_o_o .:_eosa�aeeax��oe=sa� xsa�oao_aaaxsse�ssax
GRAND TOTAL E 647.006.00 S 139,181.6T f 481,470.17
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