HomeMy WebLinkAboutLodge Construction - FY18 Ash Street Drainage Improvements-11/27/2017CITY OF WATERLOO, IOWA
FINAL QUANTITY ADJUSTMENT
PROJECT: F.Y. 2018 ASH STREET DRAINAGE IMPROVEMENTS
CONTRACT NO. 936 Date Prepared: November8,2017 AMOUNT: $4,198.40 INCREASE
TO: LODGE CONSTRUCTION, 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 24, 2017.
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction quantities.
13. 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: at.04/04.3
Mayor Date
Final Quantity Adjustment
Date
TOTAL INCREASE $4,198.40
LODGE CONSTRUCTION, INC.
CONTRACTOR
BY:
//-9-/7
Date
TITLE: 0 crner�
APPROVED:
dtiitJO
City Engineer Date
Cont. #936 Sheet 1 of 2
F.Y. 2018 ASH STREET DRAINAGE IMPROVEMENTS
CONTRACT NO. 936
FINAL
PERIOD: Due 30 Days from date of acceptance of work
Bid
Item
Bid Item Description
Units
Original Bid
Quantity
Final
Quantity
Quantity
Difference
Lodge Unit
Price
Lodge Unit Price
Extended
Increase /
Decrease
1
Remove Misc. Sealcoat Pavement
SY
76.1
80.9
4.8
$ 9.00
$ 728.10
$ 43.20
2
2" HMA
SY
85.9
93.2
7.3
$ 25.00
$ 2,330.00
$ 182.50
3
Modified Subbase
TON
27.1
27.8
0.7
$ 40.00
$ 1,112.00
$ 28.00
4
Remove PCC Sidewalk
SF
91.5
156.5
65.0
$ 9.00
$ 1,408.50
$ 585.00
5
PCC Sidewalk, 6"
SF
91.5
96.5
5.0
$ 7.00
$ 675.50
$ 35.00
6
Detectable Warning Surface
SF
10.0
10.0
0.0
$ 75.00
$ 750.00
$ -
7
Topsoil, 4"
SY
502.1
758.0
255.9
$ 5.00
$ 3,790.00
$ 1,279.50
8
Hydroseed
ACRES
0.1
0.19
0.09
$ 20,000.00
$ 3,800.00
$ 1,800.00
9
Storm Sewer, 2000D, 15"
LF
446.2
438.0
-8.2
$ 39.00
$ 17,082.00
$ (319.80)
10
Storm Sewer Manhole, SW -401, 48"
EACH
1.0
1.0
0.0
$ 3,000.00
$ 3,000.00
$ -
11
Type SW -513 Inlet, 48" x 48"
EACH
1.0
1.0
0.0
$ 4,000.00
$ 4,000.00
$ -
12
Tap and Collar Structure
EACH
1.0
1.0
0.0
$ 1,750.00
$ 1,750.00
$ -
13
Traffic Control
LS
1.0
1.0
0.0
$ 600.00
$ 600.00
$ -
14
Furnish and Install Wattles, 9" dia.
LF
480.0
593.0
113.0
$ 3.50
$ 2,075.50
$ 395.50
15
Remove and Dispose Wattles, 9" dia.
LF
480.0
593.0
113.0
$ 1.50
$ 889.50
$ 169.50
TOTAL
$ 43,991.10
$ 4,198.40
NO CHANGE ORDERS FOR THIS PROJECT
CHANGE ORDER TOTAL
ORIGINAL CONTRACT AMOUNT
TOTAL
PAY ESTIMATE #1
$ 40,946.52
PAY ESTIMATE #2
$ 845.03
RETAINAGE
$ 2,199.55
TOTAL PAYMENTS
$ 43,991.10
NO CHANGE ORDERS FOR THIS PROJECT
CHANGE ORDER TOTAL
ORIGINAL CONTRACT AMOUNT
$ 39,792.70
FINAL QUANTITY SUMMARY (+84,198.40)
$ 4,198.40
FINAL CONTRACT AMOUNT
$ 43,991.10
FINAL QTY. ADJ. Cont. #936 Sheet 2 Of 2