HomeMy WebLinkAboutResolution 8540 RESOLUTION NO. 8540
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
APPROVE COUNTY ROAD I CONCRETE REHABILITATION PROJECT COST SHARE
AGREEMENT WITH RAMSEY COUNTY
WHEREAS, Ramsey County has established a Transportation Improvement Program for the
County Road network; and,
WHEREAS, the Transportation Improvement Program includes County Road I Concrete
Rehabilitation project in Mounds View; and,
WHEREAS, the County Road I Concrete Rehabilitation project will replace the existing
temporary signal located at the intersection of County Road I and Quincy Street with a permanent
signal; and,
WHEREAS, the City of Mounds View is responsible for the cost of two of the four legs of the
Quincy Street signal; and,
WHEREAS, Quincy Street is part of Mounds View's Municipal State Aid street network; and,
WHEREAS, the Quincy Street signal is eligible for State Aid funding; and,
WHEREAS, the County Road I Concrete Rehabilitation project will repair a patch that was
placed due to a water service break.
NOW, THEREFORE, BE IT RESOLVED by City Council of the City of Mounds View, Ramsey
County, Minnesota as follows:
1. The County Road I Concrete Rehabilitation cost share agreement is approved and the Mayor
and City Administrator are hereby authorized and directed, for and on behalf of the City, to
execute and enter into said agreement
2. The Mayor and City Administrator and staff are hereby authorized and directed to take any
and all additional steps and actions necessary or convenient in order to accomplish the intent
of this Resolution.
Adopted this 11th day of April, 2016
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. J e Flaherty, Maya
ATTEST:
James Ericson, City Administrator
(SEAL)
Agreement PUBW2016-04(R)
RAMSEY COUNTY
COOPERATIVE AGREEMENT
WITH THE CITY OF MOUNDS VIEW FOR
Rehabilitation of County Road I (County State Aid Highway 03)
between Highway 10 and 350 feet east of Quincy Street
and
Signal Construction at County Road I and Quincy Street
S.A.P. 062-030-21
S.A.P. 146-229-006
Anticipated Project Construction Cost $2,858,669.42
Mounds View Construction Cost $169,935.99
Attachment - Exhibit A - Cost Split
This Agreement is between the City of Mounds View, a municipal corporation ("City") and
Ramsey County, a political subdivision of the State of Minnesota, ("County") for the
rehabilitation of County Road I between Highway 10 and 350 feet east of Quincy Street
and for the construction of traffic control signals and County Road I and Quincy Street
("Project").
RECITALS
1. The Project is identified in Ramsey County's 2015 —2019 Transportation Improvement
Program.
2. County Road I, in the area affected by reconstruction, is designated County State Aid
Highway (CSAH) 3.
3. The Project has been designated by the Minnesota Department of Transportation
(Mn/DOT) as eligible for County State Aid Highway funds.
4. The Project has been designated as State Aid Project (S.A.P.) 062-030-021 and 146-
229-006.
5. The Project is located within the City.
6. Agreement PW2005-10 between the County and the City details maintenance
responsibilities and costs of the traffic control signal at County Road I and Quincy
Street.
PW2016-04(R) Page 1 of 7
AGREEMENTS
1. Responsibility for Design Engineering
1.1. Plans, specifications, and proposals will be prepared in accordance with
Mn/DOT State Aid requirements.
1.2. The County will prepare plans, specifications, and proposals for the Project,
which will include, among other things, the concrete pavement rehabilitation,
pedestrian curb ramps, catch basin repair, traffic control signals, and an
accessible pedestrian signal.
1.3. Plans for the Project showing proposed construction will be presented to the City
and will be on file at Ramsey County Public Works Department.
1.4. Any costs associated with Project revisions after the completion of plans and
specifications will be paid for by the party requesting the revisions. Revisions are
subject to approval by the County.
2. Procurement and Award of Contract
2.1. The County will take bids in accordance with state law and County procedures.
2.2. The County will prepare an abstract of bids and a cost participation summary
based on the lowest responsible bidder's proposal, and will provide the same to
the City.
2.3. The County will request the City's concurrence to award a contract to the lowest
responsible bidder.
2.4. The County will award a contract, and pay the contractor from the County State
Aid Highway, Municipal State Aid Highway, and local funds identified for the
Project.
3. Responsibility for Construction Engineering
3.1. The County shall perform or contract the performance of the construction
engineering for all elements of the Project.
4. Project Costs
4.1. The County and City will participate in the costs of construction in accordance
with the Ramsey County Cost Participation Policy and approved in the 2015 —
2019 Ramsey County Transportation Improvement Plan. If there is a conflict
between the Cost Participation Policy and this Agreement, this Agreement will
prevail.
PW2016-04(R) Page 2 of 7
4.2. A list of the construction pay items and percentages of City funding responsibility
as well as the total estimated City Project cost is attached as Exhibit A, (Cost
Participation Based on Engineer's Estimate). Quantities and unit prices in Exhibit
A are estimates. Actual costs shall be based on the contract unit prices and the
quantities constructed.
4.3. Mobilization, Field Office, Erosion Control Supervisor, and Traffic Control are
defined collectively as the "Prorated Items". The City percentage of the Prorated
Items is calculated as follows:
(City Cost excluding the Prorated Items Cost)
City % Prorated Items =
(Total Project Cost excluding the Prorated Items Cost)
The costs in the Prorated Items calculation will be based on contract unit prices
and quantities at the time of contract award. No adjustments in the percentages
will be made if unit prices or quantities vary during construction.
4.4. Design Engineering Costs
4.4.1. The City shall pay the County a design engineering fee equal to 8% for
traffic signal items and 12% for all other items of the City's share of the
project items identified in Exhibit A.
4.4.2. Design engineering fees for the signal system items only shall be
calculated based on the quantities and unit prices of the Engineer's
Estimate in the amount of$11,303.20.
4.4.3. All other design engineering fees shall be calculated based on the
quantities and unit prices at the time of contract award.
4.5. Construction Engineering Costs
4.5.1. The City shall pay the County a construction engineering fee equal to
12% of the City's share of the items identified in Exhibit A.
4.5.2. Construction engineering fees shall be calculated based on the final
contract quantities and unit prices.
5. Payment Schedule
5.1. Design engineering will be invoiced at the time of contract award.
5.2. The County will invoice the City for construction costs incurred on a monthly
basis or as determined by the payment schedule for the contractor.
PW2016-04(R) Page 3 of 7
5.3. Construction engineering will be invoiced at the time of substantial project
completion, as determined by the County.
5.4. Payment will be made within 30 days of receipt of an invoice.
6. Ownership and Maintenance Responsibility for Project Elements
6.1. Ownership and Maintenance Responsibility of the Roadway
6.1.1. The County will own and maintain the roadway and associated roadway
elements location within the County Right of Way, except as detailed
below.
6.2. Ownership and Maintenance Responsibility of the Storm Sewer
6.2.1. The City shall own the following components of the storm sewer system:
i. Trunk line
ii. Trunk line manholes
iii. Surface drains located outside of the County road right-of-way and
associated leads
iv. Trunk line outfalls
6.2.2. The County shall own the following components of the storm sewer
system:
v. Catch basins
vi. Catch basin leads
vii. Surface drains located within the County road right-of-way
6.2.3. The City and County shall each maintain the components of the storm
sewer system under their respective ownership.
6.3. The traffic control signal at County Road I and Quincy Street will continue to be
maintained in accordance with Agreement PW2005-10.
6.4. The County will own and maintain the accessible pedestrian signal at County
Road I and Quincy Street. Necessary electrical power for the operation of the
accessible pedestrian signal will be at the cost of the City.
6.5. Ownership and Maintenance of the Sidewalk
6.5.1. The City will own and maintain the sidewalk, including snow removal and
sidewalk panel replacement.
7. The City grants the County temporary construction easements over all City owned
rights-of-way and property within the limits of the Project for use during construction at
no cost to the County.
PW2016-04(R) Page 4 of 7
8. The City and County shall indemnify, defend, and hold each other harmless against
any and all liability, losses, costs, damages, expenses, claims, or actions, including
attorney's fees, which the indemnified party, its officials, agents, or employees may
hereafter sustain, incur, or be required to pay, arising out of or by reason of any act or
omission of the indemnifying party, its officials, agents, or employees, in the
execution, performance, or failure to adequately perform the indemnifying party's
obligation pursuant to this Agreement. Nothing in this Agreement shall constitute a
waiver by the County or the City of any statutory or common law immunities, limits, or
exceptions on liability.
9. This Agreement shall remain in full force and effect until terminated by mutual
agreement of the parties.
THE REMAINDER OF THIS PAGE IN INTENTIONALLY BLANK.
PW2016-04(R) Page 5 of 7
CITY OF MOUNDS VIEW, MINNESOTA
By: Date:
Mayor
By: Date:
City Administrator
Approved by the Office of Financial Services:
By:
Approved as to Form:
By:
City Attorney
PW2016-04(R) Page 6 of 7
RAMSEY COUNTY, MINNESOTA
Date:
Julie Kleinschmidt, County Manager
Approval recommended:
James E. Tolaas, Director
Public Works Department
Approved as to form:
Assistant County Attorney
PW2016-04(R) Page 7 of 7
2016 Concrete Rehabilitation-County Wide
Cost Split based on Low Bid(PCI Roads)
Saint Paul Regional
Water Services
Payment Groups Ramsey County City of Moundsview (SPWRS) Total
Group 1 County Road I Concrete
Rehabilitation
S.A.P.62-603-021 100% $ 1,037,206.14 $1,037,206.14
Group 2 Larpenteur Avenue Concrete
Rehabilitation 100%S. 827,629.12 $ 827,629.12
A.P.62-630-021
Group 3 Sheperd Road Concrete
Rehabilitation 100%S.A.P. 579,962.95 $ 579,962.95
62-630-021
Group 4 Warner Road
Concrete Rehabilitation 53,486.93 $ 53,486.93
100%S.A.P.62-630-021
Group 5 Lexington Avenue Concrete
Rehabilitation 100%S.A.P. $ 15,824.69 $ 15,824.69
62-630-021
Group 6 County Road I
Traffic Signal
50%S.A.P.62-630-021 50% $ 162,023.61 $ 162,023.61 $ 324,047.21
M.S.A.146-229-006
Group 7 County Road I
Utility Patch Repairs
100%Local Funds Mounds View $ 6,912.38 $ 6,912.38
Group 8 County Road I
Water Couduit Manholes 100% 13,600,00 $ 13,600.00
Local Funds SPRWS
Anticipated Construction Total $
2,676,133.44 $ 168,935.99 $ 13,600.00 $2,858,669.42
Based on Low Bid
Preliminary Engineering(MV Group 6)* 11,303.20
Preliminary Engineering(12%) 829.49 $ 1,632.00
Construction Engineering(12%) 20,272.32 $ 1,632.00
Project Totals
Construction
2,676,133.44 $ 201,340.99 $ 16,864.00 $2,858,669.42
and Engineering
Agreement PU8W2016-04
Exhibit A
GROUP 1 COUNTY ROAD I
FUNDING 100% CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION _LUMP SUM 0.37 $ 127,469.00 $ 47,163.53
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.37 $ 7,000.00 $ 2,590.00
2102.501 PAVEMENT MARKING REMOVAL SQ FT 600 $ 3.00 $ 1,800.00
2102.502 PAVEMENT MARKING REMOVAL LIN FT 25200 $ 0.60 $ 15,120.00
- 2104.501 REMOVE CURB AND GUTTER _LIN FT 1647 $ 7.00 $ 11,529.00
2104.503 REMOVE CONCRETE SIDEWALK SQ FT _ 6432 $ 2.10 $ 13,507.20
2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 57 $ 20.00 $ 1,140.00
2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 1622 $ 5.85 $ 9,488.70
2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 52 $ 12.00 $ 624.00
- 2104.602 SALVAGE AND INSTALL SIGN PANEL TYPE C EACH 1 $ 300.00 $ 300.00
2104.603 REMOVE & REPLACE BITUMINOUS PAVEMENT LIN FT 20 $ 39.50 $ 790.00
2123.610 STREET SWEEPER(WITH VACUUM PICKUP) HOUR 75 $ 50.00 $ 3,750.00
2123.610 TRACTOR MOUNTED BACKHOE HOUR 15 $ 50.00 $ 750.00
2130.501 WATER M GALLON 20 $ 15.00 $ 300.00
2211.503 AGGREGATE BASE, CLASS 6 (CV) CU YD 50 $ 30.00 $ 1,500.00
2301.538 DOWEL BAR EACH 750 $ 5.25 $ 3,937.50
2301.602 DRILL& GROUT REINFORCEMENT BAR(EPDXY COATED) EACH 810 $ 7.44 $ 6,026.40
2302.603 JOINT REPAIR(TYPE Al) LIN FT 37340 $ 1.75 $ 65,345.00
2302.603 JOINT REPAIR(TYPE A2) LIN FT 550 $ 1.75 $ 962.50
2302.603 JOINT&CRACK REPAIR (TYPE B3) LIN FT 472 $ 30.00 $ 14,160.00
_ 2302.603 FULL DEPTH JOINT REPAIR (TYPE CD-LV) LIN FT _ 3090 $ 60.50 $ 186,945.00
2302.604 PAVEMENT REPLACEMENT(TYPE CX) SQ YD 2695 $ 73.85 $ 199,025.75
2302.618 PARTIAL DEPTH REPAIR (TYPE BA) SQ FT 96 $ 30.00 $ 2,880.00
2302.618 PARTIAL DEPTH REPAIR SPECIAL(TYPE BE) SQ FT 44 $ 35.00 $ 1,540.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 9 $ 25.00 $ 225.00
2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,B) TON 23 $ 200.00 $ 4,600.00
2401.541 REINFORCEMENT BARS (EPDXY COATED) POUND 1000 $ 2.00 $ 2,000.00
2504.602 ADJUST VALVE BOX EACH 2 $ 500.00 $ 1,000.00
2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT 64 $ 725.00 $ 46,400.00
2506.521 INSTALL CASTING EACH 4 $ 525.00 $ 2,100.00
_ 2506.522 ADJUST FRAME RING AND CASTING EACH 30 $ 675.00 $ 20,250.00
2506.602 REPAIR DRAINAGE STRUCTURE (TUCK POINT) EACH 15 $ 775.00 $ 11,625.00
2506.602 CONSTRUCT SURVEY CONTROL STRUCTURE EACH 2 $ 250.00 $ 500.00
2506.602 CASTING ASSEMBLY-SPECIAL(LP4) EACH 16 $ 4,800.00 $ 76,800.00
Agreement PUBW2016-04
Exhibit A
GROUP 1 COUNTY ROAD I
FUNDING 100% CSAH SAP 062-030-021
ITEM TOTAL •
ESTIMATED
NUMBER
ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2521.618 6" CONCRETE WALK SQ FT 7167 $ 7.72 $ 55,329.24
2531.603 CONCRETE CURB AND GUTTER DESIGN B6 LIN FT 724 $ 31.50 $ 22,806.00
2531.603 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 944 $ 28.84 $ 27,224.96
2531.603 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 31 $ 29.84 $ 925.04
2531.603 CONCRETE CURB DESIGN V(ADA) LIN FT 50 $ 45.00 $ 2,250.00
2531.618 TRUNCATED DOMES SQ FT 536 $ 53.84 $ 28,858.24
2540.602 TEMPORARY MAILBOXES EACH 15 $ 10.00 $ 150.00
2563.601 TRAFFIC CONTROL LUMP SUM 0.37 $ 86,000.00 $ 31,820.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.37 $ 6,000.00 $ 2,220.00
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 56 $ 75.00 $ 4,200.00
2564.531 SIGN PANEL TYPE C SQ FT 168 $ 42.00 $ 7,056.00
2565.602 PEDESTRIAN PUSH BUTTON STATION EACH 5 $ 1,485.00 $ 7,425.00
2565.602 NMC LOOP DETECTOR 6'x 6' EACH 10 $ 2,100.00 $ 21,000.00
2573.530 STORM DRAIN INLET PROTECTION EACH 36 $ 80.00 $ 2,880.00
2573.550 EROSION CONTROL SUPERVISOR LUMP SUM 0.37 $ 1,000.00 $ 370.00
2574.525 COMMON TOPSOIL BORROW(LV) CU YD 39 $ 10.00 $ 390.00
2575.602 SITE RESTORATION EACH 32 $ 250.00 $ 8,000.00
2575.604 SITE RESTORATION SQ YD 220 $ 2.50 $ 550.00
2582.501 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GR IN SQ FT 660 $ 23.00 $ 15,180.00
2582.502 4"SOLID LINE EPDXY LIN FT 15723 $ 0.88 $ 13,836.24
2582.502 4" BROKEN LINE EPDXY LIN FT 1580 $ 0.88 $ 1,390.40
2582.502 4" DOUBLE SOLID LINE EPDXY LIN FT 2644 $ 1.76 $ 4,653.44
2582.502 12"SOLID LINE EPDXY LIN FT 32 $ 9.00 $ 288.00
2582.502 24" SOLID LINE EPDXY LIN FT 186 $ 14.00 $ 2,604.00
2582.503 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 1125 $ 17.00 $ 19,125.00
GROUP TOTAL $1,037,206.14
Agreement PUBW2016-04 .
Exhibit A
GROUP 2 LARPENTEUR AVENUE
FUNDING 100% CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION LUMP SUM 0.3 $ 127,469.00 $ 38,240.70
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.3 $ 7,000.00 $ 2,100.00
2102.501 PAVEMENT MARKING REMOVAL SQ FT 400 $ 3.00 $ 1,200.00
2102.502 PAVEMENT MARKING REMOVAL LIN FT 100 $ 0.60 $ 60.00
2104.501 REMOVE CURB AND GUTTER LIN FT 1317 $ 7.00 $ 9,219.00
2104.503 REMOVE CONCRETE SIDEWALK SQ FT 1826 $ 2.10 $ 3,834.60
2104.509 REMOVE CASTING EACH 9 $ 250.00 $ 2,250.00
2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 919 $ 5.85 $ 5,376.15
2104.603 REMOVE& REPLACE BITUMINOUS PAVEMENT LIN FT _ 20 $ 39.50 $ 790.00
2104.618 REMOVE BRICK PAVERS SQ FT 4145 $ 6.50 $ 26,942.50
2123.61 STREET SWEEPER (WITH VACUUM PICKUP) HOUR 40 $ 50.00 $ 2,000.00
2123.61 TRACTOR MOUNTED BACKHOE HOUR 15 $ 50.00 $ 750.00
2130.501 WATER M GALLON 20 $ 15.00 $ 300.00
2211.503 AGGREGATE BASE, CLASS 6 (CV) CU YD _ 50 $ 30.00 $ 1,500.00
2301.538 DOWEL BAR EACH 266 $ 5.25 $ 1,396.50
2301.602 DRILL& GROUT REINFORCEMENT BAR (EPDXY COATED) EACH 440 $ 7.44 $ 3,273.60
2302.603 JOINT REPAIR(TYPE Al) LIN FT 2980 $ 1.75 $ 5,215.00
2302.603 JOINT REPAIR(TYPE A2) LIN FT 550 $ 1.75 $ 962.50
2302.603 JOINT& CRACK REPAIR (TYPE B3) LIN FT 250 $ 30.00 $ 7,500.00
2302.603 FULL DEPTH JOINT REPAIR (TYPE CD-LV) LIN FT 1545 $ 60.50 $ 93,472.50
2302.604 PAVEMENT REPLACEMENT(TYPE CX) SQ YD 2907 $ 73.85 $ 214,681.95
2302.618 PARTIAL DEPTH REPAIR (TYPE BA) SQ FT 400 $ 30.00 $ 12,000.00
2302.618 PARTIAL DEPTH REPAIR SPECIAL(TYPE BE) SQ FT 100 $ 35.00 $ 3,500.00
2401.541 REINFORCEMENT BARS (EPDXY COATED) POUND 400 $ 2.00 $ 800.00
2504.602 ADJUST VALVE BOX EACH 15 $ 500.00 $ 7,500.00
2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT 9 $ 725.00 $ 6,525.00
2506.516 CASTING ASSEMBLY EACH 10 $ 775.00 $ 7,750.00
2506.522 ADJUST FRAME RING AND CASTING EACH 15 $ 675.00 $ 10,125.00
2506.602 REPAIR DRAINAGE STRUCTURE (TUCK POINT) EACH 21 $ 775.00 $ 16,275.00
2521.618 6" CONCRETE WALK SQ FT 839 $ 7.72 $ 6,477.08
2521.618 6" CONCRETE WALK SPECIAL SQ FT 5132 $ 9.44 $ 48,446.08
2531.603 CONCRETE CURB AND GUTTER DESIGN B6 LIN FT 300 $ 31.50 $ 9,450.00
2531.603 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT _ 1017 $ 29.84 $ 30,347.28
2531.603 CONCRETE CURB DESIGN V(ADA) LIN FT 50 $ 45.00 $ 2,250.00
Agreement PUBW2016-04
Exhibit A
GROUP 2 LARPENTEUR AVENUE .
FUNDING 100%CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2531.618 TRUNCATED DOMES SQ FT 652 $ 53.84 $ 35,103.68
2563.601 TRAFFIC CONTROL LUMP SUM 0.3 $ 86,000.00 $ 25,800.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.3 $ 6,000.00 $ 1,800.00
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 56 $ 75.00 $ 4,200.00
2565.602 PEDESTRIAN PUSH BUTTON STATION EACH 19 $ 1,485.00 $ 28,215.00
2565.602 NMC LOOP DETECTOR 6'x 6' EACH 13 $ 2,100.00 $ 27,300.00
2565.602 APS SYSTEM EACH 3 $ 21,850.00 $ 65,550.00
2573.53 STORM DRAIN INLET PROTECTION EACH 36 $ 80.00 $ 2,880.00
2573.55 EROSION CONTROL SUPERVISOR 'LUMP SUM 0.3 $ 1,000.00 $ 300.00
2574.525 COMMON TOPSOIL BORROW(LV) CU YD 26 $ 10.00 $ 260.00
2575.602 SITE RESTORATION EACH 13 $ 250.00 $ 3,250.00
2575.604 SITE RESTORATION SQ YD 178 $ 2.50 $ 445.00
2582.501 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GRIN SQ FT _ 105 $ 23.00 $ 2,415.00
2582.503 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 2800 $ 17.00 $ 47,600.00
GROUP TOTAL $ 827,629.12
Agreement PUBW2016-04
Exhibit A
GROUP 3 SHEPERD ROAD
FUNDING 100% CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM _ UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION LUMP SUM 0.21_$ 127,469.00 $ 26,768.49
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.21 $ 7,000.00 $ 1,470.00
2104.501 REMOVE CURB AND GUTTER LIN FT 2347 $ 7.00 $ 16,429.00
2104.503 REMOVE CONCRETE SIDEWALK SQ FT 11136 $ 2.10 $ 23,385.60
2104.509 REMOVE HANDHOLE EACH 1 $ 375.00 $ 375.00
2104.509 REMOVE CASTING EACH 3 $ 250.00 $ 750.00
2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT. 1766 $ 5.85 $ 10,331.10
2104.603 REMOVE & REPLACE BITUMINOUS PAVEMENT LIN FT 116_$ 39.50 $ 4,582.00
2123.610 STREET SWEEPER(WITH VACUUM PICKUP) HOUR 30 $ 50.00 $ 1,500.00
2123.610 TRACTOR MOUNTED BACKHOE HOUR 10 $ 50.00 $ 500.00
2130.501 WATER M GALLON 15 $ 15.00 $ 225.00
2211.503 AGGREGATE BASE, CLASS 6 (CV) CU YD 40 $ 30.00 $ 1,200.00
2301.538 DOWEL BAR EACH 450 $ 5.25 $ 2,362.50
2301.602 DRILL&GROUT REINFORCEMENT BAR(EPDXY COATED) EACH 971 $ 7.44 $ 7,224.24
2302.603 JOINT REPAIR (TYPE Al) LIN FT 2500 $ 1.75 $ 4,375.00
2302.603 JOINT REPAIR (TYPE A2) LIN FT 410 $ 1.75 $ 717.50
2302.603 JOINT&CRACK REPAIR (TYPE B3) LIN FT 175 $ 30.00 $ 5,250.00
2302.603 FULL DEPTH JOINT REPAIR (TYPE CD-LV) LIN FT 610 $ 60.50 $ 36,905.00
2302.604 PAVEMENT REPLACEMENT(TYPE CX) SQ YD 1104 $ 73.85 $ 81,530.40
2302.618 PARTIAL DEPTH REPAIR (TYPE BA) SQ FT 225 $ 30.00 $ 6,750.00
2302.618 PARTIAL DEPTH REPAIR SPECIAL(TYPE BE) SQ FT 110 $ 35.00 $ 3,850.00
2401.541 REINFORCEMENT BARS (EPDXY COATED) POUND 900 $ 2.00 $ 1,800.00
2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT 3 $ 725.00 $ 2,175.00
2506.516 CASTING ASSEMBLY EACH 3 $ 775.00 $ 2,325.00
2506.522 ADJUST FRAME RING AND CASTING EACH 75 $ 675.00 $ 50,625.00
2506.602 REPAIR DRAINAGE STRUCTURE (TUCK POINT) EACH 60 $ 775.00 $ 46,500.00
2521.618 6"CONCRETE WALK SQ FT 11735 $ 7.72 $ 90,594.20
2531.603 CONCRETE CURB AND GUTTER DESIGN B6 LIN FT 250 $ 31.50 $ 7,875.00
2531.603 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 1956 $ 29.84 $ 58,367.04
2531.603 CONCRETE CURB DESIGN V(ADA) LIN FT 50 $ 45.00 $ 2,250.00
2531.618 TRUNCATED DOMES SQ FT 732 $ 53.84 $ 39,410.88
2563.601 TRAFFIC CONTROL LUMP SUM 0.21 $ 86,000.00 $ 18,060.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.21 $ 6,000.00 $ 1,260.00
Agreement PUBW2016-04 ,
Exhibit A
GROUP 3 SHEPERD ROAD
FUNDING 100% CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 28 $ 75.00 $ 2,100.00
2573.530 STORM DRAIN INLET PROTECTION EACH 137 $ 80.00 $ 10,960.00
2573.550 EROSION CONTROL SUPERVISOR LUMP SUM 0.21 $ 1,000.00 $ 210.00
2574.525 COMMON TOPSOIL BORROW(LV) CU YD 47 $ 10.00 $ 470.00
2575.602 SITE RESTORATION EACH 21 $ 250.00 $ 5,250.00
2575.604 SITE RESTORATION SQ YD 340 $ 2.50 $ 850.00
2582.502 4"SOLID LINE PAINT LIN FT 1600 $ 0.75 $ 1,200.00
2582.502 12"SOLID LINE PAINT LIN FT 150 $ 8.00 $ 1,200.00
GROUP TOTAL $579,962.95
Agreement PUBW2016-04
Exhibit A
GROUP 4 WARNER ROAD
FUNDING 100% CSAH SAP 062-030-021
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION LUMP SUM 0.02 $ 127,469.00 $ 2,549.38
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.02 $ 7,000.00 $ 140.00
2104.501 REMOVE CURB AND GUTTER LIN FT 135 $ 7.00 $ 945.00
2104.509 REMOVE CASTING EACH 1 $ 250.00 $ 250.00
2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 135 $ 5.85 $ 789.75
2123.61 STREET SWEEPER (WITH VACUUM PICKUP) HOUR 10 $ 50.00 $ 500.00
2123.61 TRACTOR MOUNTED BACKHOE HOUR 5 $ 50.00 $ 250.00
2130.501 WATER M GALLON 5 $ 15.00 $ 75.00
2211.503 AGGREGATE BASE, CLASS 6 (CV) CU YD 10 $ 30.00 $ 300.00
2301.538 DOWEL BAR EACH 50 $ 5.25 $ 262.50
2301.602 DRILL& GROUT REINFORCEMENT BAR(EPDXY COATED) EACH 75 $ 7.44 $ 558.00
2302.603 JOINT REPAIR (TYPE Al) LIN FT 200 $ 1.75 $ 350.00
2302.603 JOINT REPAIR(TYPE A2) LIN FT 52 $ 1.75 $ 91.00
2302.603 JOINT&CRACK REPAIR (TYPE B3) LIN FT 25 $ 30.00 $ 750.00
2302.603 FULL DEPTH JOINT REPAIR (TYPE CD-LV) LIN FT 26 $ 60.50 $ 1,573.00
2302.604 PAVEMENT REPLACEMENT(TYPE CX) SQ YD 30 $ 73.85 $ 2,215.50
2302.618 PARTIAL DEPTH REPAIR (TYPE BA) SQ FT 25 $ 30.00 $ 750.00
2302.618 PARTIAL DEPTH REPAIR SPECIAL(TYPE BE) SQ FT 10 $ 35.00 $ 350.00
2401.541 REINFORCEMENT BARS (EPDXY COATED) POUND 100 $ 2.00 $ 200.00
2506.516 CASTING ASSEMBLY EACH 1 $ 775.00 $ 775.00
2506.522 ADJUST FRAME RING AND CASTING EACH 9 $ 675.00 $ 6,075.00
2506.602 REPAIR DRAINAGE STRUCTURE (TUCK POINT) EACH 26 $ 775.00 $ 20,150.00
2521.618 6"CONCRETE WALK SQ FT 20 $ 7.72 $ 154.40
2531.603 CONCRETE CURB AND GUTTER DESIGN B6 LIN FT 50 $ 31.50 $ 1,575.00
2531.603 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 135 $ 29.84 $ 4,028.40
2563.601 TRAFFIC CONTROL LUMP SUM 0.02 $ 86,000.00 $ 1,720.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.02 $ 6,000.00 $ 120.00
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 28 $ 75.00 $ 2,100.00
2573.53 STORM DRAIN INLET PROTECTION EACH 44 $ 80.00 $ 3,520.00
2573.55 EROSION CONTROL SUPERVISOR LUMP SUM 0.02 $ 1,000.00 $ 20.00
_ 2575.604 SITE RESTORATION SQ YD 20 $ 2.50 $ 50.00 •
2582.502 4"SOLID LINE PAINT LIN FT 400 $ 0.75 $ 300.00
GROUP TOTAL $ 53,486.93
Agreement PUBW2016-04
Exhibit A
GROUP 5 LEXINGTON AVENUE
FUNDING 100% CSAH SAP 062-030-021
ITEM TOTAL
ESTIMATED
NUMBER
ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION LUMP SUM 0.01 $ 127,469.00 $ 1,274.69
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.01 $ 7,000.00 $ 70.00
2302.603 JOINT&CRACK REPAIR (TYPE B3) LIN FT 280 $ 30.00 $ 8,400.00
2302.618 PARTIAL DEPTH REPAIR (TYPE BA) SQ FT 20 $ 30.00 $ 600.00
2302.618 PARTIAL DEPTH REPAIR SPECIAL (TYPE BE) SQ FT 100 $ 35.00 $ 3,500.00
2563.601 TRAFFIC CONTROL LUMP SUM 0.01 $ 86,000.00 $ 860.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.01 $ 6,000.00 $ 60.00
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 14 $ 75.00 $ 1,050.00
2573.55 EROSION CONTROL SUPERVISOR LUMP SUM 0.01 $ 1,000.00 $ 10.00
GROUP TOTAL $ 15,824.69
Agreement PUBW2016-04
Exhibit A
GROUP 6 COUNTY ROAD I
FUNDING 50% CSAH SAP 062-030-021
50% MSAS SAP 146-229-006
TOTAL
ITEM ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2021.501 MOBILIZATION LUMP SUM 0.09 $ 127,469.00 $ 11,472.21
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH 0.09 $ 7,000.00 $ 630.00
2563.601 TRAFFIC CONTROL LUMP SUM 0.09 $ 86,000.00 $ 7,740.00
2563.601 ALTERNATIVE PEDESTRIAN ROUTE LUMP SUM 0.09 $ 6,000.00 $ 540.00
2565.511 TRAFFIC CONTROL SIGNAL SYSTEM A SIGS 1 $ 303,575.00 $ 303,575.00
2573.55 EROSION CONTROL SUPERVISOR LUMP SUM 0.09 $ 1,000.00 $ 90.00
GROUP TOTAL $ 324,047.21
Agreement PUBW2016-04
Exhibit A
GROUP 7 COUNTY ROAD I
FUNDING 100% MOUNDS VIEW LOCAL
ITEM TOTAL
ESTIMATED
NUMBER
ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2104.501 REMOVE CURB AND GUTTER LIN FT 42 $ 7.00 $ 294.00
2104.503 REMOVE CONCRETE SIDEWALK SQ FT 120 $ 2.10 $ 252.00
2301.538 DOWEL BAR EACH 140 $ 5.25 $ 735.00
2301.602 DRILL&GROUT REINFORCEMENT BAR (EPDXY COATED) EACH 17 $ 7.44 $ 126.48
2302.603 FULL DEPTH JOINT REPAIR(TYPE CD-LV) LIN FT 35.5 $ 60.50 $ 2,147.75
2302.604 PAVEMENT REPLACEMENT(TYPE CX) SQ YD 15 $ 73.85 $ 1,107.75
2521.618 6"CONCRETE WALK SQ FT 120 $ 7.72 $ 926.40
2531.603 CONCRETE CURB AND GUTTER DESIGN B6 LIN FT 42 $ 31.50 $ 1,323.00
GROUP TOTAL $ 6,912.38
Agreement PUBW2016-04
Exhibit A
GROUP 8 SAINT PAUL REGIONAL WATER SERVICES
FUNDING 100% SPRWS
TOTAL
ITEM
ESTIMATED
NUMBER ITEM UNIT QUANTITY UNIT PRICE AMOUNT
2504.602 RECONSTRUCT WATER MANHOLE EACH 2' $ 6,800.00 $ 13,600.00
GROUP TOTAL $ 13,600.00
Agreement PUBW2016-04
Exhibit A