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CITY OF WATERLOO
Council Communication
Motion approving Final Quantity Summary for a net increase of $13,407.00 for the F.Y. 2016 1 lth Street Bridge Deck Joint Repairs, Contract No.
890 and authorize the Mayor and City Clerk to execute said document.
City Council Meeting: 4/17/2017
Prepared: 4/12/2017
ATTACHMENTS:
Description Type
CI Cont 890 Final Otv Summary Cover Memo
SUBJECT:
Submitted by:
Summary Statement:
Source of Funds:
Motion approving Final Ouantitv Summary for a net increase of $13,407.00 for the F.Y. 2016 1 lth
Street Bridge Deck Joint Repairs, Contract No. 890 and authorize the Mayor and City Clerk to execute
said document.
Submitted By: Wayne Castle, PLS, PE, Associate Engineer
This is the accumulated amount of adjustments from original to final quantities that were determined
necessary during the construction of the project, which results in an increase to the total project cost.
GO Bonds
https://waterloo.novusagenda.com/AgendaWeb/CoverSheet.aspx?ItemID=8116 4/12/2017
CITY OF WATERLOO, IOWA
FINAL QUANTITY ADJUSTMENT
PROJECT: F.Y. 2016 11th STREET BRIDGE DECK JOINT REPAIRS
CONTRACT NO. 890 Date Prepared: March23,2017 AMOUNT: $13,407.00 INCREASE
TO: PETERSON CONTRACTORS, INC. , Contractor
You are hereby ordered to make the following changes from the plans and specifications or perform
the following extra work on your contract dated JULY 13, 2015.
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction quantities.
B. Reason for ordering change or extra work:
As -built quantities varied for some bid items
C. Settlement for cost of work to be made as follows:
Compensation already made to contractor through bid items.
See attached summary.
BY:
TOTAL INCREASE $13,407.00
‘1/11 PETERSON CONTRACTORS, INC.
Mayor
ATTEST:
1/l
Ci y Clerk
Date CONTRACTOR
Date
BY. a
7/2L(7/)
Date
TITLE: Tf o
APPROVED:®
„Xv.t44„.‘..)
City Engineer
Final Quantity Adjustment Cont. #890
Y/13 f l?
Date
Sheet 1 of 2
F.Y. 2016 11th STREET BRIDGE DECK JOINT REPAIRS
CONTRACT NO. 890
FINAL
PERIOD: Due 30 Days from date of acceptance of work
Bid
Item
Bid Item Description
Units
Original Bid
Quantity
Final
Quantity
Quantity
Difference
PCI Unit Price
PCI Unit Price
Extended
Increase /
Decrease
1
Removals, As Per Plan
LS
1.0
1.0
0.0 ,,
$ 18,000.00
$ 18,000.00
$ -
2
Structural Concrete (Miscellaneous)
CY
10.3
10.3
0.0
$ 1,020.00
$ 10,506.00
$ -
3
Reinforcing Steel, Epoxy Coated
LB
1,991.0
1,991.0
0.0
$ 2.75
$ 5,475.25
$ -
4
Structural Steel
LB
1,050.0
1,050.0
0.0
$ 16.50
$ 17,325.00
$ -
5
Steel Extrusion Joint with Neoprene
LF
126.0
126.0
0.0 r
$ 475.00
$ 59,850.00
$ -
6
Neoprene Gland Installation and Testing
LF
126.0
126.0
0.0
$ 49.75
$ 6,268.50
$ -
7
Safety Closure
EACH
4.0
4.0
0.0
$ 250.00
$ 1,000.00
$ -
8
Traffic Control
LS
1.0
1.0
0.0
$ 3,000.00
$ 3,000.00
$ -
9
Mobilization
LS
1.0
1.0
0.0
$ 7,000.00
$ 7,000.00
$ -
10
Repair Lateral Bracing (Quantity Adjustment)
EACH
14.0
14.0
0.0
$ 1,905.00
$ 26,670.00
$ -
1-1
Trail Closure Under Bridge
LS
1.0
1.0
0.0
$ 300.00
$ 300.00
$ -
2-1
Bridge Approach Sidewalk Remove and Replace
LS
1.0
1.0
0.0
$ 150.00
$ 150.00
$ -
3-1
Bridge Approach Pavement Remove and Replace
LS
1.0
1.0
0.0
$ 7,242.00
$ 7,242.00
$ -
4-1
Repair Lateral Bracing (Quantity Adjustment)
EACH
3.0
3.0
0.0
$ 1,905.00
$ 5,715.00
$ -
$ 168,501.75
$ -
TOTAL
ORIGINAL CONTRACT AMOUNT
TOTAL
PAY ESTIMATE #1
$ 119,695.77
PAY ESTIMATE #2
$ 31,955.81
RETAINAGE
$ 16,850.17
TOTAL PAYMENTS
$ 168,501.75
TOTAL
ORIGINAL CONTRACT AMOUNT
$ 155,094.75
CHANGE ORDER #1 (ITEM 1-1)
$ 300.00
CHANGE ORDER #2 (ITEM 2-1)
$ 150.00
CHANGE ORDER #3 (ITEM 3-1)
$ 7,242.00
CHANGE ORDER #4 (ITEM 4-1)
$ 5,715.00
NEW CONTRACT AMOUNT
$ 168,501.75
FINAL NEW CONTRACT AMOUNT
$ 168,501.75
FINAL QUANTITY SUMMARY
$ -
FINAL CONTRACT AMOUNT
$ 168,501.75
FINAL QTY. ADJ.
Cont. #890 Sheet 2 Of 2