HomeMy WebLinkAbout09) Change Order Indiana Department of Transportation
~'
',~
UNIT PRICE
QUANTITY
UNIT
I
PAGE 2 OF .....3- I
I I
I I I
AMOUNT I % CHANGE I
I ____uu___ I
ITHIS ITOTAL I
I I I
("'
r--
I CONTRACT: R -26461
i I I
j I I
Ie ICLN I DESCRIPTION
iE IPCN I
IF IPLN ISUPPLEMENTAL DESCRIPTION
I I I
CHANGE ORDER NO. 2
NET TOTAL $
-30.788.88
r\
It is the intent of the parties that this change order is full and complete compensation for the work described above. Notification
and consent to this change order is hereby acknowledged. " Het C~nge or"~"'t i~ . -30.788.88
Cootr"to", 4obkaA"'''' A5P>IM.:l By. .11~ ~ . "'te. ~ L 2 \/1", ;:\
Submitted For Consideration
----Yhfd--- - -- ---.----..-.-----
PElS D.O.
AE OPS FE
DCE DIV CHF
LPA SIGNATURES - OR - FHWA CONCURRENCE
\ 1 I \
-.;w'12-.vF-~~--=w-t-r~...,...,;--crrzj.-.-p-.*'t'I.-;-'''''
~~7E ~ VrjP--
APPROVED FOR INDIANA DEPARTMENT OF TRANSPORTATION
(SIGNATURE)
(TITLE>
<DATE)
New items as indicated above have been verified and added to BAMS by:
on
r
~
. ,
INDIANA DEPARTMENT OF TRANSPORTATION
CHANGE ORDER NO. 2
FCR PAGE NO. E2 -
CONTRACT: R -26461
PROJECTS: (9682470) -C740001 "
Whereas, the Standard Specifications for this contract provides for such work to be performed. the following change is recommended:
Item 0017. Subgrade Treatment. Type C. eliminated from the contract due to the eXjsting subgrade conditions suitable for pavement
. installation.
Item 0020. QC/QA. 4. 76. Surface. 9.5mm. overrun the plan quantity due to the cross section of the existing pavement on U.S.31 Line
"PR-S" and the removal of the existing entrance ramp at Station 4+965.6 to 4+978 LT. on Line "M".
,item 0021. QC/QA, 4. 76. Intermediate. 19.5mm. overrun the plan quantity due to the material being installed at Station 4+965.6 to
4+978 LT. Line "W after the existing entrance ramp was removed.
Item 0122. Common Excavation. Additional added to the contract due to the sidewalk added from Station 10+211 to 10+228 RT. The
handicap ramp at Station 10+225 RT. on Line "PR-A" was removed and reconstructed at Station 10+215 RT. on line "PR-A" to tie the
new sidewalk and ramp into the existing sidewalk.
! Item 0123. Curb And Gutter. Sawcut 6" Curb and Remove, added to the contract due to the handicap ramp being 'relocated to Station
'10+215 RT. Line "PR-A" to tie the new sidewalk and ramp into the existing sidewalk.
, Item 0124. Sidewalk, Concrete. 150mm. Remove, added to the contract due to the handicap ramp at Station 10+225 RT. being removed
and reconstructed at Station 10+215 RT. Line "PR-A" to tie into the existing sid~~alk.
r,
I CONTRACT: R -26461 CHANGE ORDER NO. 2 PAGE 10F~1
I I I I I
I I I I I I I I
IC jCLN [DESCRIPTION 1 UNIT PRICE I QUANTITY I ANOUNT % CHANGE I
IE IPCN I I I UNIT I I ----------- I
IF IPLN' lSUPPLEMENTAL DESCRIPTION I I I ITl-lIS [TOTAL I
I I I I I I I I I
'IC 10017 ISUBGRADE TREATMENT. TYPE C I 9.500001 -5.636.0001 -53,542.00]-100.01-100.01
'I 19682470 I I I m2 I I I I
I 10017 I (SPEC REF 207-07500)1 I I I I I
I I I REASON: 206 - CONSTRUCTABIlITY. Soils Related I I I I I I
I 1 I I I I I I [
jC 10020 IQC/~~:.~. 4. 76. SURFACE. 9.5 mm I 47.000001 275.8301 12,964.011 25.71 25.71
"I...j968~70 I..... I I Mg I j I I
I 10020 I (SPEC REF 401-07335)1 1 I 1 I I
'I I IREASON: 202 - CONSTRUCTABILITY, Design Related I I 1 I I I
I I I I I I I I I
IC 10021 IQC/QA-HMA. 4, 76. INTERNEDIATE. 19.0 mm I 39.000001 208.6901 8,138.911 26.01 26.01
I 196824701 I I Mg I I I I
I 10021 I (SPEC REF 401-07404)1 I I I I I
I I I REASON: 202 - CONSTRUCTABILITY, Design Related I I I I I I
I I I t I I j I I
IE 10122 .1 EXCAVATION, COMMON i 24.500001 6.000 I 147.001 100.01 100.01
[ 196824701 I I m3 I I [ I
IN 10099 [ADDITIONAL (SPEC REF 203-02000)1 I I I I I
I I IREASON: 202 - CONSTRUCTABILITY, Design Related I I I I I 1
I I I I I I I I [
IE 10123 ICURS AND GUTTER. REMOVE I 88.000001 11.1001 976.801 100.01 100.01
1 19682470 I I I m I I 1 I
IN 10100 ISAWCUT 6" CURB AND REMOVE (SPEC REF 202-02279)1 I I I I I
I 1 IREASON: 202 - CONSTRUCTABILITY. Design Related 1 I I I I I
I I I I I I I 1 I
IE 10124 ISIDEWALK. CONCRETE. 150 mm I 56.000001 9.4001 526.401 100.01 100.01
I 196824701 [ I m2 I I I I
IN ]0101 I REMOVE (SPEC REF 604-90256)1 I I I I I
'I 1 I REASON: 202 - CONSTRUCTASIlITY. Design Related I I I I I I
I 1 I I I I I I I
r\