3.2. SR 08-16-2010aty ar
Elk -.--.
River
REQUEST FOR ACTION
TO ITEM NUMBER
Ci Council 3.2
AGENDA SECTION MEETING DATE PREPARED BY
Consent A t 16, 2010 ustin Femrite, Ci En ineer
ITEM DESCRIPTION REVIEWED By
Pay Estimates
REVIEWED BY
ACTION REQUESTED
The City Council is asked to approve the pay estimates as descn~bed below.
BACKGROUND/DISCUSSION
Listed below are pay estimates that have been submitted for approval. I have reviewed these pay
estimates and find them to be accurate and in accordance with the respective contracts.
FINANCIAL IMPACT
PROJECT PAY EST. ~$ CONTRACTOR AMOUNT
2010 Main Street Pavement Rehabilitation 1 Rum River Contracting Co. $242,886.39
2010 Seal Coating Project 1 Pearson Brothers, Inc. $172,734.00
Line Avenue C-verlayImprovements ^ 2 Knife River Corporation $109,686.90
'~ City of Elk River portion of Sherburne County contract with Knife River Corporation for
improvements to Line Avenue.
ATTACHMENTS
^ Pay estimates for the above referenced projects.
Action Motion by Second by Vote
Follow Up
S:\Engineer\2010 Memos\8-16-2010 Pay Estimate Request forAction.doc
FROM: July 1, 2010
T0: August 1, 2010
PROJECT: 2010 Main Street Pavement
Rehabilitiation
OWNER: CITY OF ELK RIVER
CONTRACTOR: RUM RIVER CONTRACTING CO.
ADDRESS: 31913 124TH ST., PRINCETON, MN 55371
PHONE: (763) 389-3718
FAX: (763) 389-3213
CONTRACT ITEMS THIS PERIOD TOTAL TO DATE
ITEM DESCRIPTION UNIT QTY. UNIT QTY AMOUNT QTY AMOUNT
NO. TOTAL PRICE
C('HRIII R.F. 1.0.RT'R FFT
1 MOBILIZATION LS
2 REMOVE CONCRETE CURB LF
3 REMOVE CONCRETE WALK SF
4 REMOVE CONCRETE DRIVEWAY PAVEMENT SY
5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF
6 SALVAGE SIGN EACH
7 SUBGRADE PREPARATION RD ST
8 FULL DEPTH PAVEMENT RECLAMATION (P) SY
9 MILL BITUMINOUS SURFACE (2.0") SY
10 TYPEMV3 WEAR COURSEMLl"fURE(MVWE35035B) TON
11 TYPE LV3 NON-WEARING COURSE MIXTURE (LVNW35030B) TON
12 BTTUMINOUS MATERIAL FOR TACK COAT GAL
13 ADJUST VALVE BOX EACH
14 ADJUST FRAME AND RING CASTING EACH
15 INSTALL CASTING (R-2501-C) EACH
16 4" CONCRETE SIDEWALK SF
17 CONCRETE CURB AND GUTTER B618 LF
18 8" CONCRETE VALLEY GUTTER SY
19 8" CONCRETE VALLEY GUTTER TRIANGULAR SECTION EACH
20 TRUNCATED DOMES (PEDESTRIAN CURB RAMP) EACH
21 TRAFFIC CONTROL LS
22 INSTALL SIGN IN CONCRETE EACH
23 4" SOLID LINE WHTTE -EPOXY LF
24 4" DOUBLE SOLID LINE YELLOW -EPOXY LF
25 4" BROKEN LINE YELLOW -EPOXY LF
26 24" SOLID WHTTE (STOP BAR) -EPOXY LF
27 3'X6' ZEBRA CROSSING WHITE -EPOXY" SF
COMPLETION DATE AMOUNT OF CONTRACT
ORIGINAL: 08/30/10 ORIGINAL: $443,874.70
REVISED: REVISED:
$ 6,000.00
$ 3.00
$ 1.50
$ 10.00
$ 3.00
$ so.oo
$ 200.00
$ 0.95
$ 5.50
$ 44.34
$ 43.00
$ 2.50
$ 185.00
$ 373.00
$ 495.00
$ 3.10
$ 14.20
$ 54.00
$ 500.00
$ 256.00
$ 3,000.00
$ 200.00
$ 0.28
$ 0.58
$ 0.06
$ 6.00
$ 3.00
1.0 $6,000.00
477.0 $1,431.00
2,785.0 $4,177.50
43.9 $439.00
0.0 $0.00
1.0 $50.00
61.4 $12,280.00
29,572.0 $28,093.40
0.0 $0.00
0.0 $0.00
3,685.6 $158,479.08
0.0 $0.00
18.0 $3,330.00
20.0 $7,460.00
1.0 $495.00
2,785.0 $8,633.50
477.0 $6,773.40
7.0 $378.00
4.0 $2,000.00
18.0 $4,608.00
0.5 $1,500.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
l.o $6,000.00
477.0 $1,431.00
2,785.0 $4,177.50
43.9 $439.00
0.0 $0.00
1.0 $50.00
61.4 $12,280.00
29,572.0 $28,093.40
0.0 $0.00
0.0 $0.00
3,685.6 $158,479.08
0.0 $0.00
18.0 $3,330.00
20.0 $7,460.00
1.0 $495.00
2,785.0 $8,633.50
477.0 $6,773.40
7.0 $378.00
4.0 $2,000.00
18.0 $4,608.00
0.5 $1,500.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
0.0 $0.00
Pay Estimate 2010 main street no 1.>ds 1 OF 2
CONTRACT ITEMS THIS PERIOD TOTAL TO DATE
ITEM DESCRIPTION UNIT QTY. LJNIT QTY AMOUNT QTY AMOUNT
NO. TOTAL PRICE
28 INLET PROTECTION EACH
29 STANDARD PROCTOR (SUBGRADE) EACH
30 INPLACE DENSITY & MOISTURE (SUBGRADE) EACH
31 CONCRETE TESTING EACH
32 INPLACE DENSITY & Alit VOIDS (BTTUMINOUS) EACH
ao
2
IS
4
17
$ 150.00 34.0 $5,100.00 34.0 $5,100.00
$ 95.00 0.0 $0.00 0.0 $0.00
$ 45.00 7.0 $315.00 7.0 $315.00
$ 185.00 0.0 $0.00 0.0 $0.00
$ 10.00 0.0 $0.00 0.0 $0.00
cnxicnxrr c e n cvTU ~ ax~nnrr i~:a.,....,u, ..a .......:..:.........m
1 MOBILIZATION (Sidewalk at Retaining wall) LS
2 CONCRETE SIDEWALK SF
TOTAL Schedule 1.0
TOTAL Schedule 2.0
T TOTAL THIS PERIOD
T TOTAL TO DATE
1.00 $ 500.00
1,170 $ 3.10
1.0 $500.00
1,170.0 $3,627.00
$251,542.88
$4,127.00
$255,669.88
AMOUNT EARNED
AMOUNT RETAINED
MATERIAL ON SITE
MATERIAL DEDUCT.
PREVIOUS PAYMENTS
AMOUNT DUE
`TOTAL THIS PERIOD
$255,669.88
$ 12,783.49
$ -
$ -
$242 886.39
255,669.88
g 127894P
Y-
$ -
$24 ,; 39~
1.0 $500.00
1,170.0 $3,627.00
$251,542.88
$4,127.00
$255,669.88
Pay Estimate 2010 main street no 1.x15 2 OF 2
',PEARSON BROS., INC.
11079 LAMONT AVE. N.E.
HANOVER, MN 55341-4063
BILL TO
City of Elk River
Atten: Phil Hals
13065 Orono Parkway
Elk River, MN 55330-5600
Invoice
DATE INVOICE NO.
7/30/2010 2247
- P:O. NO. PERMS
__ PROJECT
_Due
ITEM DESCRIPTION QTY RATE AMOUNT
Crs-2 P Bituminous Material For Seal Coat 57,590 2.60 149,734.00
Aggregate FA-2 Aggregate Placed 218,.900 0.10 21,890.00
PARKING LOTS
Aggregate FA-2 Aggregate Placed 11,100 0.10 1,110.00
/0~-~-3~ao-'~q
~9a-'~~ 3iao-~o~'
Thank You For Your Business.
Total $172,734.00
Phone # Fax #
(763)391-6622 (763)391-6627
1, l 10.00
Item
No. Item Description Units Unit Price Contract
Quantity Quantity
to Date Current
Quantity Amount to
Date
52 2504.602 ADJUST VALVE BOX-WATER EACH $150.00 7 0 0 $0.00
53 2506.522 ADJUST FRAME & RING CASTING EACH $330.00 13 0 0 $0.00
54 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 LIN FT $16.50 85 0 0 $0.00
55 2540.602 MAIL BOX SUPPORT EACH $95.00 9 0 0 $0.00
56 2563.601 TRAFFIC CONTROL LUMP SUM $1,600.00 1 0 0 $0.00
57 2575.511 HYDRO SEED, FERTILIZER AND MULCH SQ YD $0.89 1300 0 0 $0.00
58 2575.535 WATER M GALLONS $35.00 28 0 0 $0.00
59 2582.502 CENTERLINE STRIPING SKIP LF $0.04 51205 0 0 $0.00
60 2582.502 EDGE OF LANE STRIPING LF $0.04 102410 0 0 $0.00
Totals For Section 7) CITY OF BECKER: $0.00
(:ITY flE fit1C'ftfV~t LTERNATE 1)
61 2104.501 REMOVE CONCRETE CURB LIN FT $10.00 90 107 107 $1,070.00
62 2105.505 FULL DEPTH RECLAMATION(STREET)(P) SO YD $0.88 8550 8550 8550 $7,524.00
63 2112.501 SUBGRADE PREPARATION ROAD STA $87.78 18.75 18.75 18.75 $1,645.88
64 2350.501 WEARING COURSE MIXTURE TYPE MVWE450356 TON $44.92 1100 989.27 989.27 $44,438.01
65 2350.502 NON-WEARING COURSE MIXTURE TYPE LVNW350308 TON $42.29 1100 1077.89 1077.89 $45,583.97
66 2350.503 WEARING COURSE MIXTURE(DRIVEWAY) TYPE MVWE450 SQ YD $10.22 700 0 0 $0.00
67 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.08 428 350 350 $728.00
68 2504.602 ADJUST GATE VALLE BOX EACH $150.00 6 3 3 $450.00
69 2506.522 ADJUST FRAME AND RING CASTING(SANITARY) EACH $330.00 2 1 1 $330.00
70 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LIN FT $33.12 80 92 92 $3,047.04
71 2531.602 CONCRETE TRIANGULAR SECTION(8" THICK) LS $1,000.00 1 1 1 $1,000.00
72 2531.604 8" CONCRETE VALLEY GUTTER SO YD $38.00 30 5 5 $190.00
73 2563.601 TRAFFIC CONTROL lS $3,400.00 1 0.95 0.95 $3,230.00
74 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.00 1000 0 0 $0.00
75 2575.523 TURF ESTABLISHMENT LS $900.00 1 0.5 0.5 $450.00
Totals For Section 8) CITY OF ELK RIVER (ALTERNATE 1): . ttt19 '
Backsheet 1
135 9999.1 Incentive/Disincentive LS $20,791.00 1 1 1 $20,791.00
Totals For Backsheet 1: $20,791.00
Backsheet 2
136 9999.1 Incentive/Disincentive LS $33,748.06 1 1 1 $33,748.06
Totals For Backsheet 2: $33,748.06
Change Order 1
127 2105.501 COMMON EXCAVATION (P) CU YD $6.60 90 0 0 $0.00
128 2105.525 TOPSOIL BORROW (LV) CU YD $17.60 200 0 0 $0.00
Totals For Change Order 1: $0.00
Change Order 2
129 2021.501 MOBILIZATION LUMP SUM $3,000.00 1 0 0 $0.00
130 2221.501 AGGREGATE SHOULDERING CLASS 5 TON $16.71 150 0 0 $0.00
131 2350.501 TYPE LVWE450306 WEARING COURSE MIXTURE TON $42.61 650 0 0 $0.00
Totals For Change Order 2: $0.00
Work Order 1
113 2021.501 MOBILIZATION LUMP SUM $1,000.00 1 1 1 $1,000.00
114 2104.501 REMOVE METAL CULVERT lIN FT $4.50 173 173 173 $778.50
115 2104.503 REMOVE BITUMINOUS PAVEMENT SQ FT $1.00 1440 1440 1440 $1,440.00
116 2211.501 AGGREGATE BASE CLASS 5 TON $15.00 42 42 42 $630.00
117 2501.511 15" CS PIPE CULVERT LIN FT $106.50 13 13 13 $1,384.50
118 2501.511 18" RC PIPE CULVERT LIN FT $116.00 60 60 60 $6,960.00
119 2501.511 24" RC PIPE CULVERT LIN FT $156.00 48 48 48 $7,488.00