HomeMy WebLinkAbout4.i. Payment #1, Shannon Hills 6th Addition, City Project #251 �
" CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: August 2, 1994
AGENDA ITEM: Payment #1, Shannon Hills 6th Addition AGENDA SECTION:
City Project #251 Consent
PREPARED BY: Bud Osmundson AGENDA �Q�-� 1t � � �
City Engineer/Public Works Director I C �F
ATTACHMENTS: Payment Voucher #1 APPROVED BY:
This item requests the first payment to Hennen Construction Company in the amount of
$137,599.24 for construction of City Project No. 251, a project for Shannon Hitls 6th
Addition Street and Utilities.
Work completed and represented in this amounf as of July 25, 1994 is 48% of the
contracted work. The utility work will be completed by July 29 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 N0. 1 TO HENNEN
CONSTRUCTION COMPANY IN THE AMOUNT OF 5137,599.24 FOR SHANNON HILLS 6TH
ADDITION STREET AND UTILITIES IMPROVEMENTS, CITY PROJECT NO. 251.
COUNCIL ACTION:
3
S
O�
Sd�elen
Mayeron&
Assoaates,Inc.
300 Park Place Center
5775 Wayzata Boulevard
Minneapolis,MN 55416-1228
612-595-5775
1-800-753-5775
FAX 595-5774
July 25, 1994 Engineers
Architects
Planners
Surveyors
Honorable Mayor and City Council
City of Rosemount
2875 - 145th Street West
Rosemount, MN 55068
Re: Shannon Hills 6th Addition
Utilities and Street Improvements
City of Rosemount Project Na 251
OSM Project No. 5408.�
Dear Mayor and City Council Members:
Enclosed are four (4) copies of Construction Pay Voucher No. 1 for the referenced project
in the amount of $137,599.24.
Please make payment in this amount to Hennen Construction Company at your eaxliest
convenience.
Sincerely,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
���. ` - � �...
�
Brian J. Bourassa, P.E.
Project Manager
Enclosures
c: Gene Hennen, Hennen Construction Co.
Bud Osmundson, City of Rosemount
Pete Sentieri, OSM
nin
�:�s.ws.00�crnc�cot�s�vai.t�rx
Equal Opportunity Emptoyer
,
CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 1 Date: July 25, 1994
OSM Project Number: 5408. 00 Period Ending: July 25, 1994
Project: SHANNON HILLS 6TH ADDITION
UTILITIES AND STREET IMPROVEMENTS
CITY OF ROSEMOUNT 251
Contractor: HENNEN CONSTRUCTION CO.
4520 MAIN STREET
ROGERS MN 55374
Contract Date: Work Started:
Completion Date: Work Completed: �
Original Contract Amount 302,816.80
Total Additions 0.00
Total Deductions 0.00
Total Funds Encumbered 302,816.80
Total Work Certified to Date 144,841.30
Less Retained Percentage 5.00� 7,242 .07
Less Previous Payments 0.00
Tota1 Payments Incl This Voucher 137,599.24
Balance Carried Forward 165, 217.56
APPROVED FOR PAYMENT, THIS VOUCHER 13T,599.24
APPROVALS
ORR-SCHELEN-MAYERON & ASSOCIATES, INC.
Pursuant to our field observation, as performed in accordance with our
contract, and based on our professional opinion, materials are
satisfactory and the work properly performed in accordance with the plans
and specifications and that the total work is:
48$ completeS as of July 25, 1994.
We herby recommend payment of this voucher.
.
S igned: S igned: �I.GOK,. '
Construction Observer Project anager/Engineer
HENNEN CONSTRUCTION CO.
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
Chec d y: Approved for payment:
� t��
Authorized Representative
Date: �✓ ����"'� Date:
PAGE 1
VOUCHER DETAIL LtST
Estimate Voucher Number: t Project: SHANNON NILIS 6TH ADDITION Dete: JULY 25, 1994
OSM Project Nunber: 5408.00 CITY OF ROSEMOUNT PROJ. NO.: 251
for UTiLITIES AND STREET IMPROVEMENTS
CITY OF ROSEMOUNT
SCNEDULE A - SANITARY SEWER
Contract Contract Completed This Month Total To Date
Item Spec No Description Quantity Units Unit Price Totat Price �uantity Total Guantity Total Price
---- -------- ------------------------------------ --------- ---------- ------------- ------------- --------- ------------- --------• ------------
1 2624.502 CONNECT TO EXiSTiNG MANMOLES (SAN) 1 EACH 300.00 300.00 1 300.00 1 300.00
2 2621.511 8" PVC P1PE SENER SDR 35 906 LtN FT 15.00 13,590.00 1038 15,5T0.00 1038 15,570.00
3 2621.511 8° PVC PiPE SENER SDR 26 475 L1N FT 26.00 12,350.00 325 8,450.00 325 8,450.00
4 2621.502 8"X4" PVC WYE 30 EACH 40.00 1,200.00 30 1,200.00 30 1,200.00
5 2621.511 4" PVC PIPE SE61ER SDR 26 SERVICE 1300 LtN FT 5.50 7,150.00 1254 6,897.00 1254 6,89T.00
PlPE
6 2621.508 COlISTRUCT MANNOLE DESIGN 48•4020 10 EACH 900.00 9,000.00 11 9,900.00 11 9,900.00
7 2621.500 EXCESS MANHOLE DEPTH OVER 10� 30 L[N PT 65.00 1,950.00 44 J 2,905.50 44.T 2,905.50
8 0451.602 GRANULAR FWNDATION AND/OR BEDOING 100 TON 12.00 1,200.00 0 0.00 0 0.00
-------------------- ---------------...-- --------------------
TOTAL SCHEDULE A - SANITARY SEWER t 46,740.00 S 45,222.50 t 45,222.50
SCNEDULE B - WATERMAtN
Contract Contract Campteted This Month Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Quantity Total Quantity Totel Price
---- -------- ------•----------------------------- --------- ---------- ------------- ------------- --------- -------..__.- --------- ------------
9 0504.602 ADJUST VALVE BOX 4 EACH 160.00 640.00 0 0.00 0 0.00
10 2611.502 CONNEGT TO EXISTiNG WATER MAIN 2 EACH 2O0.00 400.00 2 400.00 2 600.00
11 2b11.503 6° WATER MAIN-DUCT IRON GL 52 45 lIN FT 13.00 585.00 48 624.00 48 624.00
12 2611.503 8" WATER MAIN-DUCT IRON Cl 52 1570 LIN FT 14.50 22,765.00 1564 22,678.00 1564 22,678.00
13 2611.502 6" GATE VALVE AND BOX 3 EACH 370.00 1,110.00 3 1,110.00 3 1,110.00
14 2611.502 8'� GATE VALVE AND BOX 3 EACH 480.00 1,440.00 3 1,440.00 3 1,440.00
15 2611.502 HYDRANT 3 EACH 4,100.00 3�300.00 3 3,300.00 3 3,300.00
16 2611.520 DUCTILE tRON FITTINGS � 1900 Le. 1.00 1,900.00 13� 1,390.Q0 1390 1,390,00
17 2611.502 1" CatPORATION STOP 30 EACH 2O.00 600.00 30 600.00 30 600.00
18 261t.502 1" CURB STOP & BOX • 30 EACN 60.00 1,800.00 30 1,800.00 30 1,800.00
19 2611.503 1" TYPE K COPPER PIPE 1300 LIN fT 5.50 7,150.00 1306 T,183.00 1306 7�183.00
TOTAI SCHEDULE B - WATERMA[N S 41,690.00 S 40,525.00 S 40,525.00
2 0F 5
V 0 U C H E R D E T A ! L L I S T �
Estimete Voucher Number. 1 Project: SHANNON HILLS 6TH 11DDITION Date: JULY 25, 1994
OSM Project Number: 5408.00� CITY OF ROSEMOUNT PROJ. NO.: 251
for UTILITIES AND STREET iMPROYEMENTS
CITY OP ROSENOUNT
SCHEDULE C - STORM DRAIN
Contrect Contract Completed This Month Total To Date
ltem Spec No Description Guantity Units Unit Price Total Price Ouantity Totel Quantity Totat Price
---- -------- ------------------------------------ --------- ---------- ------------- ------------- --------- ---------•--- --------- ------------
20 2503.541 12" RC PiPE SEHER DESIGN 3006 CL Y 41 lIN fT 17.00 69T.00 41 697.00 41 69T.00
21 2503.541 15" RC PIPE SE1dER DESIGN 3006 CL V 114 LIN FT 18.00 2,052.00 109 1,962.00 109 1,962.00
22 2503.541 18" RC PIPE SEWER DESIGN 3006 CL IlI 423 L1N fT 20.00 8,460.00 422 8,440.00 422 8,440.00
23 2503.573 15" RCP FES 11iTH TR. GUARD 1 EACH 400.00 400.00 1 400.00 1 400.00
24 2503.573 21" RCP FES WITM TR. GUARD 1 EACH 550.00 550.00 1 550.00 1 550.00
25 2506.508 C�iSTRUCT MANHOLE DESIGN 48-4020 4 EACH 850.00 3,400.00 4 3,400.00 4 3,400.00
2b 2506.508 STANDARD 4� OIA. CB MANNOLE (0-10�) t EACH 800.00 800.00 1 800.00 1 800.00
27 2506.508 STO. 5� DIA. CB MANNOLE (0-10�) 1 EACN 1,800.00 1,800.00 1 1,800.00 1 1,800.00
28 2506.508 STD. S� UTA. MANHOLE (0-10�) 1 EACH 1,700.00 1,T00.00 1 1,700.00 1 1,700.00
29 2506.508 EXCESS 5' DIA. MANHOLE DEPTH >10� 5.69 LIN FT 120.00 682.80 5.94 T12.80 5.94 712.80
30 2506.509 2' X 3� CATCN BASIN TYPE A 4 EACN 750.00 3,000.00 4 3,000.00 4 3,000.00
31 2511.50T CL. III RIP RAP 1T CU YD 70.00 1,190.00 18 1,260.00 18 1,260.00
32 25T3.SOZ SiLT FENCE, HEAVY DUTY 200 LIN FT 1.50 300.00 700 1,050.00 700 1,050.00
33 2611.500 GRANULAR FOUNDATION 65 TON 10.00 650.00 21 210.00 21 210.00
34 2503.541 21° RC PIPE SEWER DESiGN 3006 CL III 170 LIN FT 25.00 4,250.00 1T0 4,250.00 1T0 4,250.00
35 2503.541 21�� RC PiPE SE41ER DESIGN 3006 CL IV 145 LIN FT 26.00 3,770.00 140 3,640.00 140 3,640.00
36 2104.509 REMOVE 18" RGP FES 1 EACN 100.00 100.00 1 100.00 1 100.00
37 Q506.601 CONSTRUCT LIFT SUTIOli 1 LUMP SUM 35,000.00 35,000.00 .S 1T,500.A0 .5 1T,500.00
38 0503.603 6" FORCE MAIN DIP RESTRAINED JT 140 LIN FT 17.00 2,380.00 146 2,482.00 146 2,482.00
39 0506.602 CONNECT INTO EXISTING CATCH BASIN 1 EACH 300.00 300.00 1 300.00 1 300.00
TQTAL SCHEDULE C - STORM DRAIN t 71,481.80 S 54,253.80 S 54,253.80
3OF5
V 0 U G H E R D E T A I L L I S T
Estimete Voucher Number: 1 Project: SHANNON HILLS 6TH ADDiTION Date: JULY 25, 1994
OSM Project Number: 5408.00 CITY OF ROSEMOUNT PROJ. NO.: 251
for UTILITIES AND STREET tMPROVEMENTS
CITY OF ROSEMOUNT
SCHEDULE D - STREETS
Contrect Contract Completed This Month Total To Date
Item Spec No Description Quantity Units Unit Price Totat Price Quantity Total Quantity Total Price
---- ---•---- ------------------------------------ --------- ---------- ------------- ------------- --------- ------•-•---- --------- ------------
40 0564.602 F&I STREET SIGNS (COMP. ASSEMBIY) 2 EACN 300.00 600.00 0 0.00 0 0.00
41 0564.602 F8I TRAPFIC SIGN 2 EACN 250.00 500.00 0 0.00 0 0.00
42 0564.602 SALVAGE AND REINSTALL BARRICADES 2 EACH 150.00 300.00 0 0.00 0 0.00
43 2104.501 REMOVE CURB AND GUTTER 20 LIN FT 4.00 80.00 0 0.00 0 0.00
44 2104.505 REFIOVE BITUM[NOt1S PAVEMENt 20 SQ YD 3.00 60.00 0 0.00 0 0.00
45 2104.513 SAWING BITUMINWS PAVEMENT 60 LtN FT 2.00 120.00 0 0.00 0 0.00
46 2211.501 AGGREGATE BASE CIASS 5 (100X 2400 TON 6.70 16,080.00 0 0.00 0 0.00
CRUSHED ROCK)
47 2331:514 7YPE 31 BASE COURSE MIXTURE 500 TON 18.50 9,250.00 0 0.00 0 0.00
48 2331.508 TYPE 41 WEARiNG COURSE MIXTURE 570 TON 21.50 12,255.00 0 0.00 0 0.00
49 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 300 GAL 1.30 390.00 0 0.00 0 0.00
50 2506.522 ADJUST FRAME & RING CASTiNG 14 EACH 2O0.00 2,800.00 0 0.00 0 0.00
51 2521.502 4'� CONCRETE WALK 7600 SQ FT 2.00 15,200.00 0 0.00 0 0.00
52 2531.502 CONCRETE CURB & GUTTER S418 2900 tIN FT 5.70 16,530.00 0 0.00 0 0.00
53 0085.603 INSTAIL 4u NMC 200 LIN FT 4.00 800.00 320 1,280.00 320 1,280.00
54 2575.505 SODDING, TYPE 'A', LAWN 8 BOULEVARD 3000 SQ YD 1.60 4,800.00 0 0.00 0 0.00
55 2575.501 SEEDING 2 ACRE 800.00 1,600.00 0 0.00 0 0.00
56 DiV. 11 MOBILIZATION 1 LUMP SUM 1,000.00 1,000.00 1 1,000.00 1 1,000.00
S7 D1V. II CLEAN-UP 1 IUMP SUM 5,000.00 5,000.00 0 0.00 0 0.00
58 2575.523 NOOD FIBER BLANKET TYPE REGULAR 200 SQ YD 2.00 400.00 0 0.00 0 0.00
59 2521.5)1 2" BITUMiNOUS WALK 10 SQ YD 24.00 240.00 0 0.00 0 0.00
60 2571.501 SPRUCE,COIORADO BLUE 3� HT 688 4 TREE 150.00 600.00 0 0.00 0 0.00
61 2571.502 ASH,StA�IMIT 1.5" CAL e&e 8 TREE 200.00 1,600.00 0 0.00 0 0.00
62 2101.502 CLEARING 10 TREE 60.00 600.00 3 180.00 3 180.00
G3 2101.507 GRUBBING 10 TREE 60.00 600.00 3 180.00 3 180.00
64 2105.501 COMMON EXCAVATION 6200 CU 1fD 2.50 15,500.00 880 2,200.00 880 2,200.00
65 2105.521 GRANULAR BORROW (lV) , 8000 CU YD 4.50 36,000,00 0 , 0.00 0 0.00
• TOTAL SCHEOUIE D - STREETS E 142,905.00 S 4,860.00 - t 4,840.00
4 OF 5 "
VOUCNER DETAIL LIST �
Estimete Voucher Number: 1 Project: SHANNON NIILS 6TH ADDITION Date: JULY 25, 1994
OSM Project Numbe�: 5408.00 CITT OF ROSEMOUNT PROJ. NO.: 251
for UT1lITtES AND STREET IMPROVEMENTS
C1TY Of ROSEMOUNT
� . . . c=e=c====e_e__oe__a ecs_so�o_a:=x=e_ec_ � s=_n_one___eea�aa_es �
GRAND TOTAL S 302,816.80 S 144,841.30 f 144,841.30
50F5