4.3. SR 05-15-2017Request for Action
To Item Number
Mayor and City Council 4.3
Agenda Section Meeting Date Prepared by
Consent May 15, 2017 Justin Femrite P.E., City Engineer
Item Description Reviewed by
Pay Estimates Lori Ziemer, Finance Director
Reviewed by
Cal Portner, City Adminstrator
Action Requested
Approve, by motion, the pay estimates as detailed below.
Background/Discussion
The following pay estimates have been reviewed and found to be accurate and in accordance with the
approved contract.
Financial Impact
P ROJECT P AY E ST. # C ONTRACTOR A MOUNT
WWTF Improvements 30 Rice Lake Construction Group $87,510.99
2017 Street Improvements 1 North Valley, Inc. $229,809.60
Attachments
Pay Estimates
g:\elk river\t21.106811_ramsey\8_construction_phase\pay requests\pay app 30\femrite pay app 30.docx
May 8, 2017
Mr. Justin Femrite, P.E.
City Engineer
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: Elk River WWTF
WWTF Improvements Project
Project No.: T21.106811
Dear Justin:
Please find enclosed Pay Application No. 30 for the above referenced project. I have reviewed the Pay
Application and find it to be complete and in order. I recommend that payment be made in the amount
shown. If you agree, please sign and return one signed copy to the Contractor with payment and one to
me for our files.
If you have any questions on the above, please call.
Sincerely,
BOLTON & MENK, INC.
Seth A. Peterson, P.E.
Project Manager
Cc: Tej Bala, Bolton & Menk, Inc.
Enclosures
Contractor's Application for Payment No.
To Application Application Date:
(Owner):Period:
Project:From (Contractor):Via (Engineer):
Application For Payment
Change Order Summary
1. ORIGINAL CONTRACT PRICE..................................$
Number 2. Net change by Change Orders........................................$
3. Current Contract Price (Line 1 ± 2)...............................$
4. TOTAL COMPLETED AND STORED TO DATE $
5. RETAINAGE:$
a.5%X Work Completed............................$
b.0%X Stored Material..............................$
c.Total Retainage (Line 5.a + Line 5.b)..................$
6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c)....$
7. LESS PREVIOUS PAYMENTS.....................................$
8. AMOUNT DUE THIS APPLICATION.........................$
Contractor's Certification ENGINEER: HAKANSON ANDERSON
Certification: We recommend payment for work and quantites shown.
(Date)
OWNER: CITY OF ELK RIVER
Contractor Signature
By:Date:(Date)(Owner)
(Engineer)
$0.00
Deductions
CHANGE ORDERS
$229,809.60
$12,095.24
$241,904.84
$0.00
$3,777,635.22
$0.00
NET CHANGE BY
$0.00TOTALS
Approved Change Orders
Additions
$229,809.60
1
May 5, 2017
Hakanson Anderson
April 6, 2017 thru
May 1, 2017
2017 Street Improvements
City of Elk River
North Valley, Inc.
$3,777,635.22
$0.00
$12,095.24
The undersigned Contractor certifies, to the best of its knowledge, the following:
(1) All previous progress payments received from Owner on account of Work done under the
Contract have been applied on account to discharge Contractor's legitimate obligations incurred
in connection with the Work covered by prior Applications for Payment;
(2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in
or covered by this Application for Payment, will pass to Owner at time of payment free and
clear of all Liens, security interests, and encumbrances (except such as are covered by a bond
acceptable to Owner indemnifying Owner against any such Liens, security interest, or
encumbrances); and
(3) All the Work covered by this Application for Payment is in accordance with the Contract
Documents and is not defective.
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 1
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.13 LUMP SUM $80,250.77 10,432.60$ 0.13 10,432.60$
2 CLEARING 1 TREE $1,564.72 1,564.72$ 1 1,564.72$
3 GRUBBING 1 TREE $586.78 586.78$ 1 586.78$
4 REMOVE CURB AND GUTTER 4,730 LIN FT $3.23 15,277.90$ 2,443 7,890.89$
5 REMOVE CONCRETE PAVEMENT 990 SQ FT $2.61 2,583.90$ 600 1,566.00$
6 REMOVE CONCRETE WALK 750 SQ FT $2.09 1,567.50$ 300 627.00$
7 SAWING CONCRETE PAVEMENT (FULL DEPTH)90 LIN FT $3.16 284.40$ -$
8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)103 LIN FT $1.98 203.94$ -$
9 SALVAGE CHAIN LINK FENCE 50 LIN FT $16.05 802.50$ 50 802.50$
10 SALVAGE SIGN SUPPORT 3 EACH $26.75 80.25$ -$
11 SALVAGE CASTING 13 EACH $110.48 1,436.24$ 6 662.88$
12 SUBGRADE EXCAVATION (EV)160 CU YD $11.73 1,876.80$ 152 1,782.96$
13 WATER 100 MGAL $27.82 2,782.00$ -$
14 FULL DEPTH RECLAMATION 17,388 SQ YD $1.35 23,473.80$ 10,000 13,500.00$
15 HAUL FULL DEPTH RECLAMATION (LV)2,801 CU YD $7.14 19,999.14$ 396 2,827.44$
16 HAUL FULL DEPTH RECLAMATION (LV)416 CU YD $7.14 2,970.24$ -$
17 MILL BITUMINOUS SURFACE (2")19 SQ YD $26.75 508.25$ -$
18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 2,025.57$ -$
19 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)513 TON $50.06 25,680.78$ -$
20 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)1,756 TON $47.02 82,567.12$ -$
21 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,194 TON $41.31 90,634.14$ -$
22 15" RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 5,462.09$ 83 4,401.49$
23 CONNECT TO EXISTING STORM SEWER 8 EACH $1,988.64 15,909.12$ 5 9,943.20$
24 ADJUST VALVE BOX 5 EACH $303.82 1,519.10$ -$
25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 2,651.52$ 3 1,325.76$
26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 38 LIN FT $419.82 15,911.18$ 26.3 11,041.27$
27 CASTING ASSEMBLY 10 EACH $524.78 5,247.80$ -$
28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 12,583.74$ -$
29 SEAL CATCH BASIN 13 EACH $155.15 2,016.95$ -$
30 4" CONCRETE WALK 380 SQ FT $6.37 2,420.60$ -$
31 6" CONCRETE WALK 705 SQ FT $7.44 5,245.20$ -$
32 CONCRETE CURB AND GUTTER DESIGN B618 4,730 LIN FT $12.79 60,496.70$ 2,443 31,245.97$
33 8" CONCRETE DRIVEWAY PAVEMENT 177 SQ YD $57.78 10,227.06$ -$
34 TRUNCATED DOMES 100 SQ FT $48.15 4,815.00$ -$
35 INSTALL SALVAGED FENCE 50 LIN FT $26.75 1,337.50$ -$
36 TRAFFIC CONTROL 0.13 LUMP SUM $79,859.23 10,381.70$ 0.1 7,985.92$
37 INSTALL SIGN SUPPORT 3 EACH $80.25 240.75$ -$
38 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.23 676.03$ -$
39 FERTILIZER TYPE 1 228 POUND $1.02 232.56$ -$
40 COMMON TOPSOIL BORROW (LV)270 CU YD $32.12 8,672.40$ -$
41 SEEDING 1 ACRE $374.50 468.13$ -$
42 SEED MIXTURE 25-131 126 POUND $3.20 403.20$ -$
43 HYDRAULIC NATURAL TACKIFIER 2,760 SQ YD $0.75 2,070.00$ -$
44 EROSION CONTROL 0 LUMP SUM $3,210.00 417.30$ -$
45 PAVEMENT MESSAGE EPOXY 30 SQ FT $5.73 171.90$ -$
46 4" SOLID LINE EPOXY 5,535 LIN FT $0.31 1,715.85$ -$
47 24" SOLID LINE EPOXY 42 LIN FT $6.88 288.96$ -$
48 4" DOUBLE SOLID LINE EPOXY 345 LIN FT $0.62 213.90$ -$
49 CROSSWALK EPOXY 432 SQ FT $3.67 1,585.44$ -$
460,720.25$ 108,187.38$
BID SCHEDULE "A" - S.A.P. 204-113-016 - ORONO PARKWAY
Total Bid Schedule "A"
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 2
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.17 LUMP SUM $80,250.80 12,037.62$ -$
2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 16,844.45$ -$
3 REMOVE CONCRETE PAVEMENT 505 SQ FT $2.61 1,318.05$ -$
4 REMOVE CONCRETE WALK 2,927 SQ FT $2.09 6,117.43$ -$
5 REMOVE BITUMINOUS PAVEMENT 36 SQ YD $26.75 963.00$ -$
6 SAWING CONCRETE PAVEMENT (FULL DEPTH)58 LIN FT $3.16 183.28$ -$
7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)311 LIN FT $1.98 615.78$ -$
8 SALVAGE SIGN SUPPORT 12 EACH $26.75 321.00$ -$
9 SALVAGE CASTING 9 EACH $110.48 994.32$ -$
10 SUBGRADE EXCAVATION (EV)870 CU YD $19.56 17,017.20$ -$
11 WATER 150 MGAL $27.82 4,173.00$ -$
12 FULL DEPTH RECLAMATION 18,008 SQ YD $1.39 25,031.12$ -$
13 HAUL FULL DEPTH RECLAMATION (LV)4121.0 CU YD $6.49 26,745.29$ -$
14 HAUL FULL DEPTH RECLAMATION (LV)2608.0 CU YD $6.49 16,925.92$ -$
15 MILL BITUMINOUS SURFACE (2")64.0 SQ YD $9.63 616.32$ -$
16 MILL BITUMINOUS SURFACE (2.5")45.0 SQ YD $9.63 433.35$ -$
17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 2,080.79$ -$
18 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)465.0 TON $49.85 23,180.25$ -$
19 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2051 TON $46.04 94,428.04$ -$
20 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,250 TON $40.72 91,620.00$ -$
21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 1,979.50$ -$
22 ADJUST VALVE BOX 6 EACH $513.54 3,081.24$ -$
23 INSTALL CASTING 12 EACH $110.48 1,325.76$ -$
24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 3,701.10$ -$
25 SEAL CATCH BASIN 12 EACH $155.15 1,861.80$ -$
26 4" CONCRETE WALK 1,752 SQ FT $6.37 11,160.24$ -$
27 6" CONCRETE WALK 1,175 SQ FT $7.44 8,742.00$ -$
28 CONCRETE CURB AND GUTTER DESIGN B618 5,215 LIN FT $12.79 66,699.85$ -$
29 7" CONCRETE DRIVEWAY PAVEMENT 58 SQ YD $77.04 4,468.32$ -$
30 TRUNCATED DOMES 220.0 SQ FT $48.15 10,593.00$ -$
31 TRAFFIC CONTROL 0.2 LUMP SUM $79,859.20 11,978.88$ -$
32 INSTALL SIGN SUPPORT 9.0 EACH $80.25 722.25$ -$
33 ADJUST HANDHOLE 2.0 EACH $428.00 856.00$ -$
34 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ -$
35 STORM DRAIN INLET PROTECTION 13.0 EACH $90.95 1,182.35$ -$
36 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.27 780.04$ -$
37 FERTILIZER TYPE 1 300 POUND $1.02 306.00$ -$
38 COMMON TOPSOIL BORROW (LV)330 CU YD $34.25 11,302.50$ -$
39 SEEDING 1 ACRE $374.51 374.51$ -$
40 SEED MIXTURE 25-131 165 POUND $3.20 528.00$ -$
41 HYDRAULIC NATURAL TACKIFIER 3,630 SQ YD $0.75 2,722.50$ -$
42 EROSION CONTROL 0 LUMP SUM $3,210.07 481.51$ -$
43 PAVEMENT MESSAGE EPOXY 99 SQ FT $5.73 567.27$ -$
44 4" SOLID LINE EPOXY 770 LIN FT $0.31 238.70$ -$
45 24" SOLID LINE EPOXY 118 LIN FT $6.88 811.84$ -$
46 4" BROKEN LINE EPOXY 960 LIN FT $0.31 297.60$ -$
47 4" DOUBLE SOLID LINE EPOXY 2210.0 LIN FT $0.62 1,370.20$ -$
48 CROSSWALK EPOXY 1872.0 SQ FT $3.67 6,870.24$ -$
500,287.45$ -$ Total Bid Schedule "B"
BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 3
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.17 LUMP SUM $80,250.82 13,642.64$ 0.17 13,642.64$
2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 11,272.70$ 1,069 3,452.87$
3 REMOVE CONCRETE PAVEMENT 1,016 SQ FT $2.61 2,651.76$ 700 1,827.00$
4 REMOVE CONCRETE WALK 2,468 SQ FT $2.09 5,158.12$ 1,200 2,508.00$
5 SAWING CONCRETE PAVEMENT (FULL DEPTH)84 LIN FT $3.16 265.44$ -$
6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)125 LIN FT $1.98 247.50$ -$
7 SALVAGE SIGN SUPPORT 5 EACH $37.45 187.25$ -$
8 SALVAGE CASTING 15 EACH $107.00 1,605.00$ 6 642.00$
9 SUBGRADE EXCAVATION (EV)2,167 CU YD $18.54 40,176.18$ 1,086 20,134.44$
10 WATER 150 MGAL $27.82 4,173.00$ -$
11 FULL DEPTH RECLAMATION 21,725.0 SQ YD $1.21 26,287.25$ 10,500 12,705.00$
12 HAUL FULL DEPTH RECLAMATION (LV)7,409 CU YD $6.26 46,380.34$ 3,206 20,069.56$
13 HAUL FULL DEPTH RECLAMATION (LV)7024 CU YD $6.25 43,900.00$ 2,399 14,993.75$
14 MILL BITUMINOUS SURFACE (2")44 SQ YD $9.63 423.72$ -$
15 BITUMINOUS MATERIAL FOR TACK COAT 1,200 GALLON $2.51 3,012.00$ -$
16 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2,613 TON $45.99 120,171.87$ -$
17 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)3,264 TON $41.24 134,607.36$ -$
18 ADJUST VALVE BOX 15 EACH $513.54 7,703.10$ -$
19 INSTALL CASTING 15 EACH $324.48 4,867.20$ -$
20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 8,142.42$ -$
21 SEAL CATCH BASIN 15 EACH $155.15 2,327.25$ -$
22 4" CONCRETE WALK 2,238.0 SQ FT $6.37 14,256.06$ -$
23 6" CONCRETE WALK 230 SQ FT $7.44 1,711.20$ -$
24 CONCRETE CURB AND GUTTER DESIGN B618 3490 LIN FT $12.79 44,637.10$ 1,069 13,672.51$
25 7" CONCRETE DRIVEWAY PAVEMENT 114 SQ YD $77.04 8,782.56$ -$
26 8" CONCRETE DRIVEWAY PAVEMENT 40 SQ YD $57.78 2,311.20$ -$
27 TRUNCATED DOMES 56 SQ FT $48.15 2,696.40$ -$
28 TRAFFIC CONTROL 0.17 LUMP SUM $79,859.18 13,576.06$ 0.13 10,381.69$
29 INSTALL SIGN SUPPORT 5 EACH $80.25 401.25$ -$
30 STORM DRAIN INLET PROTECTION 17 EACH $90.95 1,546.15$ 34 3,092.30$
31 STABILIZED CONSTRUCTION ENTRANCE 0 LUMP SUM $5,200.29 884.05$ -$
32 FERTILIZER TYPE 1 72 POUND $1.02 73.44$ -$
33 COMMON TOPSOIL BORROW (LV)130.0 CU YD $34.25 4,452.50$ -$
34 SEEDING 0 ACRE $374.48 93.62$ -$
35 SEED MIXTURE 25-131 40 POUND $3.20 128.00$ -$
36 HYDRAULIC NATURAL TACKIFIER 871 SQ YD $0.75 653.25$ -$
37 EROSION CONTROL 0 LUMP SUM $3,210.00 545.70$ -$
38 PAVEMENT MESSAGE EPOXY 192 SQ FT $5.73 1,100.16$ -$
39 4" SOLID LINE EPOXY 5,912 LIN FT $0.31 1,832.72$ -$
40 24" SOLID LINE EPOXY 82 LIN FT $6.88 564.16$ -$
41 4" BROKEN LINE EPOXY 649 LIN FT $0.31 201.19$ -$
42 4" DOUBLE SOLID LINE EPOXY 3,170 LIN FT $0.62 1,965.40$ -$
43 CROSSWALK EPOXY 537 SQ FT $3.67 1,970.79$ -$
581,585.06$ 117,121.76$
BID SCHEDULE "C" - S.A.P. 204-131-003 - BUSINESS CENTER DRIVE
Total Bid Schedule "C"
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 4
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0 LUMP SUM $80,250.80 4,012.54$ -$
2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 342.40$ -$
3 REMOVE SEWER PIPE (STORM)133 LIN FT $11.05 1,469.65$ -$
4 REMOVE CONCRETE PAVEMENT 102 SQ FT $2.61 266.22$ -$
5 REMOVE BITUMINOUS PAVEMENT 450 SQ YD $3.69 1,660.50$ -$
6 REMOVE MANHOLES OR CATCH BASINS 3 EACH $441.92 1,325.76$ -$
7 SAWING CONCRETE PAVEMENT (FULL DEPTH)17 LIN FT $3.16 53.72$ -$
8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)298 LIN FT $1.98 590.04$ -$
9 SALVAGE MAILBOX SUPPORT 14 EACH $37.45 524.30$ -$
10 SUBGRADE EXCAVATION (EV)676 CU YD $12.53 8,470.28$ -$
11 WATER 70 MGAL $27.82 1,947.40$ -$
12 FULL DEPTH RECLAMATION 6,007 SQ YD $1.33 7,989.31$ -$
13 HAUL FULL DEPTH RECLAMATION (LV)1736 CU YD $6.18 10,728.48$ -$
14 HAUL FULL DEPTH RECLAMATION (LV)1,736 CU YD $6.18 10,728.48$ -$
15 MILL BITUMINOUS SURFACE (1.5")24 SQ YD $26.75 642.00$ -$
16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 878.50$ -$
17 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)529 TON $47.87 25,323.23$ -$
18 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)882 TON $40.23 35,482.86$ -$
19 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 323 SQ YD $11.74 3,792.02$ -$
20 15" RC PIPE APRON 1 EACH $828.60 828.60$ -$
21 12" RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.48 314.88$ -$
22 15" RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $53.03 4,825.73$ -$
23 ADJUST VALVE BOX 2 EACH $303.82 607.64$ -$
24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 1,325.76$ -$
25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 15 LIN FT $524.78 7,661.79$ -$
26 CASTING ASSEMBLY 4 EACH $524.78 2,099.12$ -$
27 ADJUST FRAME AND RING CASTING 2 EACH $110.48 220.96$ -$
28 SEAL CATCH BASIN 4 EACH $155.15 620.60$ -$
29 CONCRETE CURB AND GUTTER DESIGN B412 3,511 LIN FT $11.72 41,148.92$ -$
30 6" CONCRETE DRIVEWAY PAVEMENT 144 SQ YD $52.97 7,627.68$ -$
31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 599.20$ -$
32 TRAFFIC CONTROL 0 LUMP SUM $79,859.20 3,992.96$ -$
33 STORM DRAIN INLET PROTECTION 6 EACH $90.95 545.70$ -$
34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT $1.87 598.40$ -$
35 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.20 260.01$ -$
36 CULVERT END CONTROLS 1 EACH $240.75 240.75$ -$
37 FERTILIZER TYPE 1 261 POUND $1.02 266.22$ -$
38 COMMON TOPSOIL BORROW (LV)150 CY $34.25 5,137.50$ -$
39 SEEDING 1 ACRE $374.51 370.76$ -$
40 SEED MIXTURE 25-131 191 POUND $3.20 611.20$ -$
41 HYDRAULIC NATURAL TACKIFIER 4,206 SQ YD $0.75 3,154.50$ -$
42 EROSION CONTROL 0 LUMP SUM $3,210.00 160.50$ -$
199,447.07$ -$
BID SCHEDULE "D" - S.A.P. 204-149-001 - 193RD AVENUE
Total Bid Schedule "D"
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 5
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0 LUMP SUM $80,250.83 4,815.05$ -$
2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 11,232.00$ -$
3 REMOVE CONCRETE PAVEMENT 1,412 SQ FT $1.46 2,061.52$ -$
4 REMOVE CONCRETE WALK 2,230 SQ FT $1.09 2,430.70$ -$
5 REMOVE BITUMINOUS PAVEMENT 774 SQ YD $4.84 3,746.16$ -$
6 SAWING CONCRETE PAVEMENT (FULL DEPTH)230 LIN FT $3.16 726.80$ -$
7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)360 LIN FT $2.09 752.40$ -$
8 SALVAGE SIGN SUPPORT 6 EACH $37.45 224.70$ -$
9 SALVAGE CASTING 11 EACH $107.00 1,177.00$ -$
10 MILL BITUMINOUS SURFACE (1.5")1,544 SQ YD $1.95 3,010.80$ -$
11 MILL BITUMINOUS SURFACE 8,330 SQ YD $0.59 4,914.70$ -$
12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 2,216.33$ -$
13 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1530 TON $47.87 73,241.10$ -$
14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 11,066.70$ -$
15 ADJUST VALVE BOX 5 EACH $441.92 2,209.60$ -$
16 INSTALL CASTING 11 EACH $110.48 1,215.28$ -$
17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 1,988.64$ -$
18 SEAL CATCH BASIN 11 EACH $155.15 1,706.65$ -$
19 4" CONCRETE WALK 1,400 SQ FT $6.37 8,918.00$ -$
20 6" CONCRETE WALK 870 SQ FT $7.44 6,472.80$ -$
21 CONCRETE CURB AND GUTTER DESIGN B618 2,160 LIN FT $12.79 27,626.40$ -$
22 7" CONCRETE DRIVEWAY PAVEMENT 157 SQ YD $77.04 12,095.28$ -$
23 TRUNCATED DOMES 294 SQ FT $48.15 14,156.10$ -$
24 TRAFFIC CONTROL 0 LUMP SUM $79,859.17 4,791.55$ -$
25 INSTALL SIGN SUPPORT 6 EACH $80.25 481.50$ -$
26 STORM DRAIN INLET PROTECTION 11 EACH $90.95 1,000.45$ -$
27 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.33 312.02$ -$
28 COMMON TOPSOIL BORROW (LV)30 CU YD $47.06 1,411.80$ -$
29 SEEDING 0 ACRE $374.47 56.17$ -$
30 SEED MIXTURE 25-131 25 POUND $3.20 80.00$ -$
31 HYDRAULIC NATURAL TACKIFIER 533 SQ YD $0.75 399.75$ -$
32 EROSION CONTROL 0 LUMP SUM $3,210.00 192.60$ -$
33 PAVEMENT MESSAGE EPOXY 71 SQ FT $5.73 406.83$ -$
34 4" SOLID LINE EPOXY 240 LIN FT $0.31 74.40$ -$
35 24" SOLID LINE EPOXY 70 LIN FT $6.88 481.60$ -$
36 4" BROKEN LINE EPOXY 1,150 LIN FT $0.31 356.50$ -$
37 4" DOUBLE SOLID LINE EPOXY 2,250 LIN FT $0.62 1,395.00$ -$
38 CROSSWALK EPOXY 324 SQ FT $3.67 1,189.08$ -$
210,633.96$ -$
BID SCHEDULE "E" - S.A.P. 204-154-001 - EVANS STREET
Total Bid Schedule "E"
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 6
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 0.44 LUMP SUM $80,250.00 35,310.00$ 0.20 16,050.00$
2 CLEARING 0.1 ACRE $21,698.20 2,169.82$ -$
3 CLEARING 2 TREE $183.37 366.74$ -$
4 GRUBBING 0.1 ACRE $14,363.70 1,436.37$ -$
5 GRUBBING 3 TREE $103.91 311.73$ -$
6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8,491.67$ -$
7 REMOVE SEWER PIPE (STORM)166 LIN FT $11.05 1,834.30$ -$
8 REMOVE CONCRETE PAVEMENT 6,942 SQ FT $2.61 18,118.62$ -$
9 REMOVE CONCRETE WALK 990 SQ FT $2.09 2,069.10$ -$
10 REMOVE BITUMINOUS PAVEMENT 5,348 SQ YD $4.43 23,691.64$ -$
11 REMOVE RIPRAP 27 CU YD $38.67 1,044.09$ -$
12 SAWING CONCRETE PAVEMENT (FULL DEPTH)728 LIN FT $3.16 2,300.48$ -$
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)4767 LIN FT $1.98 9,438.66$ -$
14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65$ -$
15 SALVAGE CASTING 22 EACH $110.48 2,430.56$ -$
16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 3,894.80$ -$
17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20,000.00 20,000.00$ -$
18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ -$
19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 1,070.01$ -$
20 COMMON EXCAVATION (EV)3,707 CU YD $15.07 55,864.49$ -$
21 SUBGRADE EXCAVATION (EV)6,113 CU YD $16.60 101,475.80$ -$
22 WATER 250 MGAL $27.82 6,955.00$ -$
23 AGGREGATE BASE CLASS 5 33 TON $26.75 882.75$ -$
24 FULL DEPTH RECLAMATION 44993 SQ YD $1.50 67,489.50$ -$
25 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ -$
26 HAUL FULL DEPTH RECLAMATION (LV)10,492 CU YD $9.00 94,428.00$ -$
27 SHOULDER BASE AGGREGATE CLASS 2 50 TON $44.94 2,247.00$ -$
28 MILL BITUMINOUS SURFACE (1.5")2,818 SQ YD $1.84 5,185.12$ -$
29 MILL BITUMINOUS SURFACE 5,964 $1.03 6,142.92$ -$
30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 10,009.88$ -$
31 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)5,114 TON $48.75 249,307.50$ -$
32 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1,117 TON $50.35 56,240.95$ -$
33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)6,618 TON $40.58 268,558.44$ -$
34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 1,241 SQ YD $13.14 16,306.74$ -$
35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON $67.92 47,204.40$ -$
36 15" CS PIPE CULVERT 64 LIN FT $50.82 3,252.48$ -$
37 12" GS PIPE APRON 1 EACH $248.58 248.58$ -$
38 15" GS PIPE APRON 6 EACH $276.20 1,657.20$ -$
39 15" RC PIPE APRON 3 EACH $828.60 2,485.80$ -$
40 18" RC PIPE APRON 1 EACH $883.84 883.84$ -$
41 24" RC PIPE APRON 2 EACH $1,436.25 2,872.50$ -$
42 15" RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 2,121.28$ -$
43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.48 629.76$ -$
44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT $53.03 3,871.19$ -$
45 18" RC PIPE SEWER DESIGN 3006 CLASS III 158 LIN FT $56.34 8,901.72$ -$
46 24" RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT $62.97 4,659.78$ -$
47 12" HDPE PIPE SEWER - DIRECTIONAL DRILLED 137 LIN FT $154.67 21,189.79$ -$
48 ADJUST VALVE BOX 7 EACH $303.82 2,126.74$ -$
49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 4,012.63$ -$
50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 11,739.60$ -$
51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 4 LIN FT $718.12 3,095.10$ -$
52 CASTING ASSEMBLY 9 EACH $524.78 4,723.02$ -$
53 INSTALL CASTING 22 EACH $110.48 2,430.56$ -$
54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 5,181.54$ -$
55 SEAL CATCH BASIN 31 EACH $155.15 4,809.65$ -$
56 RANDOM RIPRAP CLASS III 25 CU YD $121.53 2,989.64$ -$
57 GEOTEXTILE FILTER TYPE IV 86 SQ YD $5.52 474.72$ -$
58 4" CONCRETE WALK 25 SQ FT $6.37 159.25$ -$
59 6" CONCRETE WALK 990 SQ FT $7.44 7,365.60$ -$
60 CONCRETE CURB AND GUTTER DESIGN B412 18,806 LIN FT $11.72 220,406.32$ -$
BID SCHEDULE "F" - LOCAL FUNDING
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 7
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE EXTENSION
61 CONCRETE CURB AND GUTTER DESIGN B618 2559 LIN FT $12.79 32,729.61$ -$
62 6" CONCRETE DRIVEWAY PAVEMENT 1,397 SQ YD $52.97 73,999.09$ -$
63 7" CONCRETE DRIVEWAY PAVEMENT 106 SQ YD $77.04 8,166.24$ -$
64 8" CONCRETE DRIVEWAY PAVEMENT 73 SQ YD $57.78 4,217.94$ -$
65 CONCRETE DRAINAGE FLUME 61 SQ YD $115.56 7,049.16$ -$
66 TRUNCATED DOMES 170 SQ FT $48.15 8,185.50$ -$
67 BITUMINOUS CURB 1,710 LIN FT $2.14 3,659.40$ -$
68 MAILBOX SUPPORT 15 EACH $101.65 1,524.75$ -$
69 INSTALL MAILBOX SUPPORT 104 EACH $42.80 4,451.20$ -$
70 TRAFFIC CONTROL 0 LUMP SUM $79,859.18 35,138.04$ -$
71 INSTALL SIGN SUPPORT 17 EACH $80.25 1,364.25$ -$
72 ADJUST HANDHOLE 2 EACH $428.00 856.00$ -$
73 RIGID PVC LOOP DETECTOR 6'x6'4 EACH $909.51 3,638.04$ -$
74 SILT FENCE, TYPE MS 2,280 LIN FT $1.87 4,263.60$ -$
75 STORM DRAIN INLET PROTECTION 44 EACH $90.95 4,001.80$ 6 545.70$
76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 6,451.50$ -$
77 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.25 2,288.11$ -$
78 CULVERT END CONTROLS 2 EACH $240.76 481.52$ -$
79 FERTILIZER TYPE 1 2,173 POUND $1.02 2,216.46$ -$
80 COMMON TOPSOIL BORROW (LV)1,092 CU YD $35.85 39,148.20$ -$
81 SEEDING 7 ACRE $374.50 2,640.23$ -$
82 SEED MIXTURE 25-131 1,549 POUND $3.20 4,956.80$ -$
83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SQ YD $1.55 4,843.75$ -$
84 HYDRAULIC NATURAL TACKIFIER 30,922 SQ YD $0.75 23,191.50$ -$
85 EROSION CONTROL 0 LUMP SUM $3,210.02 1,412.41$ -$
86 PAVEMENT MESSAGE EPOXY 45 SQ FT $5.73 257.85$ -$
87 4" SOLID LINE EPOXY 2959 LIN FT $0.31 917.29$ -$
88 24" SOLID LINE EPOXY 43 LIN FT $6.88 295.84$ -$
89 4" BROKEN LINE EPOXY 622 LIN FT $0.31 192.82$ -$
90 4" DOUBLE SOLID LINE EPOXY 1,180 LIN FT $0.62 731.60$ -$
91 CROSSWALK EPOXY 270 SQ FT $3.67 990.90$ -$
1,824,961.43$ 16,595.70$
BID SCHEDULE "F" - LOCAL FUNDING - CONTINUED
Total Bid Schedule "F"
PAY ESTIMATE #1
CITY OF ELK RIVER
2017 Street Improvements
S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 8
SUMMARY OF WORK COMPLETED TO DATE
460,720.25$ 108,187.38$
500,287.45$ -$
581,585.06$ 117,121.76$
199,447.07$ -$
210,633.96$ -$
1,824,961.43$ 16,595.70$
241,904.84$
Bid Schedule "A"
Bid Schedule "F"
Bid Schedule "D"
Bid Schedule "B"
Bid Schedule "C"
Bid Schedule "E"
TOTAL WORK COMPLETED TO DATE