HomeMy WebLinkAbout4.j. Payment #2, 145th Street West Reconstruction, City Project #206CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: August 18, 1992
AGENDA ITEM: Payment #2, 145th Street West
AGENDA SECTION:
City Project #206
Consent
PREPARED BY: Ron Wasmund
Public Works Director/Building Official
AGENDA NITE'1110/1! 4
1101
L
ATTACBMENTS: Payment Voucher #2
AP O�B
L
This item requests the second payment to McNamara Contracting, Inc. in
the amount of $112,013.04 under City Project #206, Contract No. 1991-
1, 145th Street Reconstruction.
Work completed and represented in this amount as of July 31, 1992 is
550 of contracted work. The project is currently on schedule. Class
5 and concrete curb & gutter will be installed during the next two
weeks. Bituminous will be in place and the streets re -opened by
September 4, 1992. Restoration of the boulevards will continue after
that.
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 second payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #2 TO McNAMARA CONTRACTING
INC. IN THE AMOUNT OF $112,013.04 FOR 145TH STREET RECONSTRUCTION,
CITY PROJECT #206.
COUNCIL ACTION:
1
CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 2 Date: August 10, 1992
OSM Project Number: 4438.40 Period Ending: July 31, 1992
Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS
CITY OF ROSEMOUNT 206
Contractor: MC NAMARA CONTRACTING, INC.
14605 JOHNNY CAKE RIDGE ROAD
APPLE VALLEY NiN 55124
Contract Date: May 19, 1992
Completion Date:
Work Started:
Work Completed:
Original Contract Amount
497,926.29
Total Additions
0.00
Total Deductions
0.00
Total Funds Encumbered
497,926.29
Total Work Certified to Date
301,746.44
Less Retained Percentage
5.00%
15,087.32
Less Previous Payments
1741646.08
Total Payments Incl This Voucher
286,659.12
Balance Carried Forward
211,267.17
APPROVED FOR PAYMENT, THIS VOUCHER
112,013.04
APPROVALS
ORR-SCHELEN-2riAYERON & 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:
55% completed as of July 31, 1992.
We herby recommend payment of this voucher.
signed: Signed:
Construction Observer Project 2i nager/Engineer
MC NAMARA CONTRACTING, 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:
Date:
CITY OF ROSEMOUNT
Checked By:
Date:
Signed By
Title
Approved for payment:
PAGE 1
Authorized Representative
Date:
Estimate Voucher Number: 2
OSM Project Number: 4438.40
for
CITY OF ROSEMOUNT
SCHEDULE A - STREETS (M.S.A. 208-103-06)
Item Spec No Description
1 DIV 1I MOBILIZATION
2 DIV 11 CLEAN-UP
3 0564.602 F & I STREET SIGNS (COMP. ASSEMBLY)
4 0564.602 F & I BARRICADES (TEMPORARY) TYPE 11
5 0564.602 PAVEMENT MESSAGE, WHITE TURN ARROWS
6 0564.603 4" DOUBLE SOLID LINE, YELLOW (PAINT)
7 0564.603 4" SOLID WHITE (PAINT)
8 2101.502 CLEARING
9 2101.507 GRUBBING
10 2104.501 REMOVE PIPE (ALL SIZES AND TYPES)
11 2104.501 REMOVE CURB & GUTTER (ALL TYPES)
12 2104.505 REMOVE BITUMINOUS PAVEMENT (ALL DEPT
13 2104.509 REMOVE MANHOLE OR CATCH BASIN
14 2104.513 SAWCUT BITUMINOUS (ALL DEPTHS)
15 2105.501 COMMON EXCAVATION
16 2105.526 SELECT TOPSOIL BORROW (LV)
17 2211.501 AGGREGATE BASE CLASS 5 ( 100% CRUSHE
18 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED
19 2331.508 TYPE 41 WEARING COURSE MIXTURE
20 2331.514 TYPE 31 BASE COURSE MIXTURE
21 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
22 DIV I IRREGULAR WIDTH PAVING (DRIVEWAYS)
23 2504.000 ADJUST GATE VAVES
24 2506.511 RECONSTRUCT MANHOLES
25 2506.522 ADJUST FRAME & RING CASTING
26 2531.501 CONCRETE CURB AND GUTTER (ALL TYPES)
27 2571.502 F & I 1-1/2" B&B TREE ASH
28 2571.541 TRANSPLANT TREES -8" & SMALLER
29 2621.500 8" D.I.P., CLASS 52 FORCE MAIN (INCL
30 2621.500 FORCE MAIN RECONSTRUCTION AND APPURT
31 2573.502 EROSION CONTROL
32 DIV 11 SEEDING (INCLUDING MULCH, FERTILIZER
33 2575.505 SODDING, TYPE A LAWN & BOULEVARD
V O U C H E R D E T A I L L I S T
Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS Date: AUGUST 10, 1992
CITY OF ROSEMCKINT PROJ. NO.: 206
Contract
Contract
Completed
This Month
Total
To Date
Quantity
Units
Unit Price
Total Price
Quantity
Total
Quantity
---------
Total Price
------------
--------
1
----------
LUMP SUM
------------- -------------
10,000.00
10,000.00
--------- -------------
0
0.00
1
10,000.00
1
LUMP SUM
10,000.00
10,000.00
0
0.00
0
0.00
17
EACH
350.00
5,950.00
10
3,500.00
10
3,500.00
6
EACH
400.00
2,400.00
0
0.00
6
2,400.00
14
EACH
35.00
490.00
0
0.00
0
0.00
2240
LIN FT
0.30
672.00
0
0.00
0
0.00
372
LIN FT
0.40
148.80
0
0.00
0
0.00
1
TREE
110.00
110.00
1
110.00
1
110.00
1
TREE
55.55
55.55
1
55.55
1
55.55
750
LIN FT
6.60
4,950.00
650
4,290.00
750
4,950.00
460
LIN FT
3.00
1,380.00
0
0.00
0
0.00
11620
SQ YD
0.50
5,810.00
0
0.00
11000
5,500.00
2
EACH
220.00
440.00
1
220.00
2
440.00
390
LIN FT
1.35
526.50
200
270.00
200
270.00
24000
CU YD
2.20
52,800.00
4000
8,800.00
24000
52,800.00
500
CU YD
5.50
2,750.00
0
0.00
0
0.00
7315
TON
6.25
45,718.75
0
0.00
0
0.00
600
TON
7.00
4,200.00
188
1,316.00
258
1,806.00
1500
TON
17.00
25,500.00
0
0.00
0
0.00
1650
TON
16.00
26,400.00
0
0.00
0
0.00
610
GALLON
1.20
732.00
0
0.00
0
0.00
720
SQ YD
7.00
5,040.00
0
0.00
0
0.00
4
EACH
100.00
400.00
0
0.00
0
0.00
10
LIN FT
165.00
1,650.00
0
0.00
7
1,155.00
5
EACH
150.00
750.00
0
0.00
0
0.00
5500
LIN F1
4.84
26,620.00
0
0.00
0
0.00
6
TREE
160.00
960.00
0
0.00
0
0.00
4
TREE
90.00
360.00
0
0.00
0
0.00
345
LIN FT
17.80
6,141.00
354
6,301.20
354
6,301.20
1
LUMP SUM
1,650.00
1,650.00
1
1,650.00
1
1,650.00
500
LIN FT
2.65
1,325.00
150
397.50
250
662.50
2.8
ACRE
1,500.00
4,200.00
0
0.00
0
0.00
12800
SQ YD
1.35
17,280.00
1250
1,687.50
1250
1,687.50
2 OF 4
V 0 U C 11 E R D E T A I L L I S T
Estimate Voucher Number: 2 Project: 145TH STREET (JEST UTILITIES AND STREET IMPROVEMENTS Date: AUGUST 10, 1992
OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206
for
CITY OF ROSEMOUNT
SCHEDULE A - STRFETS (M.S.A. 208-103-06)
Total To Date
Quantity Total Price
--------- ------------
0 0.00
0 0.00
S 93,287.75
SCHEDULE 8 - STORM DRAIN (M.S.A. 208-103-06)
Contract
Contract
Completed This Month
Item Spec No Description Quantity Units
--------- ----------
Unit Price
-------------
Total Price
-------------
Quantity Total
--------- -------------
---- --------------------------------------------
34 2575.523 FIBER BLANKETS, TYPE HIGH VELOCITY 300 SQ YD
1.50
450.00
0 0.00
35 DIV 11 81 WIDE BITUMINOUS TRAIL (INCLUDING 18500 SQ FT
0.90
--------------------
16,650.00
0 0.00
--------------------
TOTAL SCHEDULE A - STREETS (M.S.A. 208-103-06)
Total
S 284,509.60
$ 28,597.75
Total To Date
Quantity Total Price
--------- ------------
0 0.00
0 0.00
S 93,287.75
SCHEDULE 8 - STORM DRAIN (M.S.A. 208-103-06)
Contract
Contract
Completed This Month
Total
To Date
Item
Spec No
Description
Quantity
---------
Units
----------
Unit Price
-------------
Total Price
-------------
Quantity
--------- -------------
Total
Quantity
---------
Total Price
------------
----
36
--------
2503.541
------------------------------------
12" RCP C8 LEADS CL IV, DESIGN 3006
431
LIN FT
17.25
7,434.75
435
7,503.75
435
7,503.75
37
2503.541
15" RCP C8 LEADS CL IV, DESIGN 3006
252
LIN FT
18.45
4,649.40
271
4,999.95
271
4,999.95
38
2503.541
15" RCP CLASS IV, DESIGN 3006
42
LIN FT
18.45
774.90
42
774.90
42
774.90
39
2503.541
18" RCP CL III, DESIGN 3006
404
LIN FT
21.30
8,605.20
0
0.00
402
8,562.60
40
2503.541
27" RCP CL 111, DESIGN 3006
40
LIN FT
34.50
1,380.00
54
1,863.00
54
1,863.00
41
2503.541
30" RCP CL 111, DESIGN 3006
105
LIN FT
38.83
4,077.15
0
0.00
126
4,892.58
42
2503.541
30" RCP CL IV, DESIGN 3006
730
LIN FT
46.10
33,653.00
0
0.00
T33
33,791.30
43
2503.541
36" RCP CL 11, DESIGN 3006
180
LIN FT
48.40
8,712.00
0
0.00
180
8,712.00
44
2503.541
36" RCP CL IV, DESIGN 3006
562
LIN FT
62.05
34,872.10
0
0.00
562
34,872.10
45
2503.541
36" RCP CL V, DESIGN 3006
65
LIN FT
89.95
5,846.75
0
0.00
65
5,846.75
46
2501.515
36" RCP F.E.S. W/TRASH GUARD
1
EACH
1,805.00
1,805.00
0
0.00
1
1,805.00
47
2506.508
STANDARD 41 DIA.MANHOLE (0-81)
2
EACH
915.00
1,830.00
0
0.00
2
1,830.00
48
2506.508
STANDARD 4' DIA C.B. MANHOLE (0'-81)
2
EACH
1,035.00
2,070.00
2
2,070.00
2
2,070.00
49
2506.508
STANDARD 5' DIA MANHOLE (0'-81)
9
EACH
1,550.00
13,950.00
0
0.00
9
13,950.00
50
STD SPEC
EXCESS 5' DTA MANHOLE DEPTH OVER 8'
47
LIN FT
108.57
5,102.79
0
0.00
45
4,885.65
51
2506.509
CONSTRUCT CATCH BASIN TYPE A
11
EACH
627.00
6,897.00
10
6,270.00
10
6,270.00
52
2506.509
CONSTRUCT CATCH BASIN TYPE B
4
EACH
660.00
2,640.00
4
2,640.00
4
2,640.00
53
DIV 11
REMOVE AND RELAY GROUTED RIP RAP W/F
1
L.S
55.00
55.00
0
0.00
0
0.00
54
DIV 11
BULKHEAD PIPE/MANHOLE
4
EACH
440.00
1,760.00
0
0.00
0
0.00
55
STD SPEC
GRANULAR FOUNDATION MATERIAL
200
TON
8.80
1,760.00
299.41
--------------------
2,634.81
299.41
--------------------
2,634.81
TOTAL
SCHEDULE B - STORM DRAIN (M.S.A. 208-103-06)
--------------------
S 147,875.04
S 28,756.41
$ 147,904.39
3 OF 4
V O U C H E R D E T A I L L I S T
Estimate Voucher Number: 2 Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS Date: AUGUST 10, 1992
OSM Project Nurrtxr: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206
for
CITY OF ROSEMOUNT
SCHEDULE C - WATERMATN (CITY
4 OF 4
Contract
Contract
Completed This Month
Total
To Date
Item Spec No
Description
Quantity
Units
Unit Price
-------------
Total Price
-------------
Quantity
---------
Total
-------
Quantity
Total Price
---- --------
56 2611.503
------------------------------------
6" WATER MAIN -DUCT IRON CL 52
---------
85
----------
LIN FT
15.35
1,304.75
201
3,085.35
201
3,085.35
57 2611.503
12" WATER MAIN -DUCT IRON CL 50
1700
LIN FT
19.45
33,065.00
1685
32,773.25
1685
32,773.25
58 2611.502
6" GATE VALVE AND BOX
5
EACH
311.00
1,555.00
7
2,177.00
7
2,177.00
59 2611.502
12" GATE VALVE AND BOX
2
EACH
792.00
1,584.00
3
2,376.00
3
2,376.00
60 2611.502
HYDRANTS
4
EACH
1,251.00
5,004.00
5
6,255.00
5
6,255.00
61 2611.502
HYDRANT EXTENSIONS
4
LIN FT
271.00
1,084.00
0
0.00
0
0.00
62 2611.520
FITTINGS
3400
LB.
0.90
3,060.00
3820
3,438.00
3820
3,438.00
63 2611.502
1" CORPORATION COCKS
17
EACH
35.50
603.50
13
461.50
13
461.50
64 2611.502
1" CURB STOP & BOX
17
EACH
70.40
1,196.80
13
915.20
13
915.20
65 2611.503
1" COPPER SERVICE PIPE
600
LIN FT
10.50
6,300.00
670
7,035.00
670
7,035.00
66 2611.502
2" CORPORATION COCKS
1
EACH
234.50
234.50
0
0.00
0
0.00
67 2611.502
2" CURB STOP & BOX
1
EACH
177.10
177.10
0
0.00
0
0.00
68 2611.502
2" COPPER SERVICE PIPE
150
LIN FT
15.40
2,310.00
0
0.00
0
0.00
69 2611.500
F & I INSULATION, 4" THICK
4400
S.F.
1.35
5,940.00
100
135.00
100
135.00
70 2611.500
EXPLORATORY EXCAVATION'
4
EACH
220.00
880.00
3
660.00
3
660.00
71 2611.500
CONNECT TO EXISTING WATERMAIN
2
EACH
220.00
440.00
2
440.00
2
440.00
72 2611.500
CUT -IN 8" X 4" PVC WYE
1
EACH
275.00
275.00
1
275.00
1
275.00
73 2611.500
4" PVC SDR 26 SERVICE PIPE
30
LIN FT
17.60
528.00
30
--------------------
528.00
30
--------------------
528.00
TOTAL SCHEDULE C - WATERMAIN (CITY)
--------------------
E 65,541.65
S 60,554.30
S 60,554.30
S 497,926.29
S 117,908.46
S 301,746.44
GRAND TOTAL
4 OF 4