HomeMy WebLinkAbout930444.tiff CHANGE ORDER
CHANGE ORDER NO. 1
DATE: May 14. 1993
PROJECT: CONSTRUCTION OF WELD COUNTY BRIDGE 60.5/29A
TO (CONTRACTOR) : CONCRETE STRUCTURES, INC.
JUSTIFICATION: SEE ATTACHED JUSTIFICATIONS
You are directed to make the following changes in the work. All other
terms and conditions of the contract not expressly modified hereby shall
remain in full force and effect.
ITEM NO. DESCRIPTION EST. QTY, UNIT UNIT COST AMOUNT
SEE ATTACHMENT
The original contract sum was $ 387,130,00
Net change by previous change orders $ 0,00
The contract sum prior to this Change Order was $ 387 ,130.00
The contract sum will be (increased) (decreased)
or (unchanged) by this Change Order $ 25,109.48
The contract sum including this Change Order
will be $ 412 ,239.48
The new contract time will be (increased) (decreased) or (unchanged) by
NO ( 0 ) days.
The date of completion as of the date of this Change Order is therefore
May 14 , 1993.
ACCEPTED�n //BY: [t" L 7 ORDERED BY:
1a9C!'G/C SIl''r/G�TIY�°1' Dc-. THE BOARD OF WELD COUNTY COMMISSIONERS
Contractor Address: P. 0. Box 758
Greeley, CO 80632
he 325-- ffi/lion ti
kyr me��dre t/ 90R# By Chairman/aima of the Board
By-� (Jis� ��9 Date l U 1Q, ien3
Date of,/y - 9,5
26
S3C444
Cl'rv,,,')
The following is _ tabulation of the overruns arm .nderruns for Project
WEL 065.0-029.OA Bridge on 4th Street over Sheep Draw, Greeley, CO.
ITEM DESCRIPTION PURPOSE AMOUNT
202 Remove asphalt Driveway not in plan + 385.50
203 Embankment material Recalculation of earthwork + 5,118.75
203 Unclassified excavation Recalculation of earthwork + 132.00
212 Seeding native Adjustment of mulch + 800.00
213 Soil retention blanket Added bike path & pier + 150.00
304 Aggregate base course Substituted used asphalt & + 4,273.38
county material
403 Hot bituminous pavement Scale tickets & driveway + 1,066.00
502 Steel Piling (HP10x42) Hit solid at higher elev. - 5,267.48
506 Riprap Bike path & footers incl. + 9,780.96
507 Conc. ditch paving Exchanged ditch at owner - 5,000.00
request
601 Concrete "Class D" Styrofoam in the in-place + 1,399.44
forms
602 Reinforcing steel Plans indicated #4 bars in + 657.90
lieu of #5
602 Reinforcing steel (Epoxy) Plans indicated #4 bars in + 7,789.45
lieu of #5
606 Bridge rail (Type 10) Wings not in pay quant. + 560.00
607 Fence (barbed wire) by ROW agreement - 676.57
612 Delineators (Type I) not required - 40.00
617 18" Diam. CMP Added in driveway + 780.15
625 Const. surveying Re-staking cost + 500.00
SUBTOTAL +22409.48
ADDITIONAL ITEMS RELATIVE TO THE WEATHER DISRUPTING THE CONSTRUCTION OF
THE ROADWAY, APPROVED BY CITY OF GREELEY.
1. Placing of used HBP to provide traffic use through the winter. $1,000.00
2. Blading used HBP in spring to provide base for sub-base
material. $ 500.00
3. Earthwork and riprap placement on completion of water-line work. $1,200.00
SUBTOTAL $2,700.00
TOTAL ADDITIONAL WORK $25.109.48
Aft iffillitne-6 mEmoRAnDum
Wilk To Clerk to the Board Dee May 14, 1993
COLORADO From Denny Graham, Civil Engineer II
SubmceAgenda Item
Please add the following to the Board's agenda:
"Approval of change order on contract for construction of Bridge
60.5/29A"
Appropriate documentation is attached.
DG/pds:ctb3
Attachment
cc: Commissioner Baxter
File
Hello