HomeMy WebLinkAboutChange Order #1
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CHANGE ORDER - EXTRA WORK AGREEMENT NO.
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Project Name Meadows Drainage Improvement
Contractor Temple & Temple Excavating & Paving, Inc.
You are hereby authorized to proceed with the following described change or extra work:
As per attached documentation:
L Delete Quantity From Pay Item No. 12 Class "A" Concrete for Ditch RetainingWall
175 CYS @ $505.00/CYS
2. Add Pay Item "Grouted Riprap Wall" (See Attached Cost Breakdown)
3. Add Pay Item "Headwall at Upstream End of Culvert Under RR" 1 Lump Sum
4. Add Pay Item "Riprap at Ends of Culvert Under Berm" 39.26 Tons @ $39.60/Ton
JOB NO.
~
--....
0412i
= $ (88,375.00)
= $ 78,920.05
= $ 7,721.65
,- $ 1,554.70
DEDUCT = $
The method of payment for this change or extra work shall be:
A deduction amount of one hundred and seventy-eight dollars and sixty cents = $178.60
s an~~ Inc.
Owner's Approval:
Signature of Own s.
Con.tractor's App al: ~ & Temple Excavatin
Authorized Representative
C:Aoron104l2i10412i change order.xls
Page 1 of 1
(178.60)
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Date
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26-May-07
Meadows Drainage Improvement Project
Addendum Exhibit 'A'
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Grade Beam and Grouted Rip Rap
Length of Grade Beam 575'Iong x 1'-0" wide x 2'~6" Tall
Rip Rap Slope 575 If x 12' l' deep 767sys
(The quantities are based on pre-construction quantities)
Grade Beam 575 LF $ 45.08 LF $ 25,921.00
Grouted RipRao 767 SYS $ 44.00 SYS $ 33,748.00
Additional RioRao at the base $ 2,081.05
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100 LF of walls at end of ditch 34 CYCS $ 505.00 CYS $ 17,170.00
Total for RipRap Wall $ 78,920.05
Item No.12
Class "A" Concrete for Ditch Retainina Wall 411 CYS $ 505.00 CYS $ 207,555.00
Installed To-Date 236 CYS $ 505.00 CYS $119,180.00
Remaining Cost $ 88,375.00
Concrete Headwall on Upstream of Culvert Under RR
Total Cost $ 7,721.65
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