HomeMy WebLinkAboutPeterson Contractors-FY16 11th St Bridge Joint Rprs Cont 890-4/17/2017CITY 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: n li9N r"14 - 0")/1 .
Mayor
ATTEST:
,Il
Ci y Clerk
Date
Final Quantity Adjustment
Date
TOTAL INCREASE $13,407.00
PETERSON CONTRACTORS, INC.
CONTRACTOR
TITLE: /11?!- 7 '
Date
APPROVED:
City Engineer
Y/13//?
D ate
Cont. #890 Sheet 1 of 2
F.V. 2016 11th STREET BRIDGE DECK JOINT REPAIRS
CONTRACT NO. 890
FINAL
PERIOD: Due 30 Days from date of a ceptance 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
rF'-'0.0 -:
$ 16.50
$ 17,325.00
$
5
Steel Extrusion Joint with Neoprene
LF
126.0
126.0
- 0.0
$ 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
0.01`.
$ 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
1 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 f
$ 300.00
$ 300.00
$ -
2-1
Bridge Approach Sidewalk Remove and Replace
LS
1.0
1.0
`-J0.0i
$ 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 41
$ 119,695.77
PAY ESTIMATE 42
$ 31,955.81
RETAINAGE
$ 16,850.17
TOTAL PAYMENTS
$ 168,501.75
TOTAL
ORIGINAL CONTRACT AMOUNT
$ 155,094.75
CHANGE ORDER 41 (ITEM 1-1)
$ 300.00
CHANGE ORDER 42 (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. 4890 Sheet 2 Of 2