833-Prime Con. Change Order 3 CHANGE ORDER NO. 3 (Final)
"' Project Title: Sanford Ave. Utility Relocations Change Order No. 3 (Final)
Engineer Job No. S0637.1
Agreement Date: August 14,2000
,_ Contractor: Prime Construction Group, Inc.
Engineer: CPH Enaineers, Inc.
,- This Change Order is necessary to cover changes in the work to be
performed under this Agreement. The GENERAL CONDITIONS,
SUPPLEMENTARY CONDITIONS, and STANDARD
., SPECIFICATIONS apply to and govern all work under this Change
Order.
THE FOLLOWING CHANGES ARE MADE TO THE CONTRACT DOCUMENTS:
,. (1) Original Contract Price $ 419,625.00
(2) Current Contract Price (Adjusted By Previous Change Orders) $ 436,427.42
" (3) Total Proposed Change in Contract Price $ 21,097.98
(4) New Contract Price (item 2 plus Item 3) $ 457,525.40
(5) Original Contract Time 220 Days
· - (6) Current Contract Time (Adjusted By Previous Change Orders) 227 Days
(7) Total Proposed Change in Contract Time 0 Days
(8) New Contract Time (Item 6 plus Item 7) 227 Days
,- (9) New Construction Completion Date March 31,2001
Page of 6 FEB 0 8 2001
PRIME CONSTRUCTION GROUP, INC.
CHANGES ORDERED
ITEM 1
Description of Change: Contract adjustment for As-Built quantities versus original Bid
quantities at the Contract unit prices.
Reason for Change: Adjustments for Bid items actually installed / constructed from field
measurements.
Change in Contract Price: Decrease of $888.40.
Change in Contract Time: No change,
ITEM 2
Description of Change: Additional crew and equipmenttime (2 hours) on 10/31/00 to provide
temporary support and excavate around an exiting utility pole at Sta
22+63 RT, including all labor, equipment, fuel, labor burden,
overhead, profit, and bond costs.
Reason for Change: The Utility Re[ocation Schedule submitted to FDOT included the
removal of this utility pole as one of the preconditions for beginning
the City's utility relocation work. The utility pole had not been
removed by the time of the forcemain installation. In an effort to
complete the work within the scheduled timeframe, the Contractor
provided temporary support for the utility pole, and continued with
the installation of the forcemain.
Change in Contract Price: Increase of $553.56.
Change in Contract Time: No change.
iTEM 3
Description of Change: Additional crew and equipment time (3 hours) on 11/02/00 in
conjunction with the water main tie-in at 29th Street (East), including
all labor, equipment, fuel, labor burden, overhead, profit, and bond
COSTS.
Page 2 of 6
Reason for Change: There was an existing 6" water main along the north side of 29th
Street that was not identified on the Drawings. This line was
connected to the existing WM along the east side of Sanford Avenue
that was being removed as part of the relocation work. The
Contractor spent additional time to identify the unknown WM and to
re-schedule work associated with Connection "C".
Change in Contract Price: Increase of $507,49.
Change in Contract Time: No change.
ITEM 4
Description of Change: Install a 6" plug valve in the existing forcemain along the north side
of 27th Street (across from the CattlemaWs Steakhouse), including
'"' all material, labor, equipment, fuel, labor burden, overhead, profit,
and bond costs.
"- Reason for Change: To increase the flexibility of the forcemain system, whereby flows
from the Praver Homes lift station (Woodmere Park) can be directed
either west along 27~' Street or north along Sanford Avenue.
Change in Contract Price: Increase of $2,256.27.
.- Change in Contract Time: No change.
ITEM 5
Description of Change: Connect existing forcemain from the Prayer Homes lift station to the
new forcemain along Sanford Avenue; replace existing 6" forcemain
between Mattie Ave. and 27th St. to avoid conflicts with roadway
widening work.
Reason for Change: in conjunction with Item 4 above, the connection between the
existing and the new forcemain at the corner of Mattie Ave. and
Sanford Ave. increases the flexibility of the forcemain system,
whereby flows from the Prayer Homes rift station (Woodmere Park)
can be directed either west along 27~h Street or north along Sanford
Avenue.
Also, the existing 6" forcemain between Mattie Ave. and 27th St.
conflicted with a proposed FDOT drainage structure and had to be
removed. This section of forcemain was replaced to maintain the
option of directing flows to the west along 27~n Street.
SPECLIB082499 Page 3 of 6
Change in Contract Price: Increase of $17,840.52.
Change in Contract Time: No change.
ITEM 6
Description of Change: Additional crew and equipment time (1/2 hour) on 12/07/00 due to
a broken water service that was incorrectly located, including all
labor, equipment, fuel, labor burden, overhead, profit, and bond
costs.
Reason for Change: A 1" water service line was broken during excavation for the removal
of the 10" WM at Sta 26+70 LT. The water service line had been
incorrectly located.
Change in Contract Price: Increase of $132.90.
Change in Contract Time: No change.
,. ITEM 7
Description of Change: Numerous phone cables between Sta 25+40 LT and Sta 26+20 LT
slowed the Contractor's progress during removal of the 10" WM.
" The number of existing phone cables was not accurately reflected
on the Drawings. Additional3-hoursofcrewandequipmenttimeon
12/11/00, including all labor, equipment, fuel, labor burden,
" overhead, profit, and bond costs.
Reason for Change: There were numerous telephone cables over / around the existing
,- 10" WM. This required that the area be excavated by hand digging
to prevent damage to the phone cables during removal of the 10"
WM.
Change in Contract Price: Increase of $695.64.
,. Change in Contract Time: No change.
~ SPECLlBO82499 Page 4 Of 6
SUMMARY OF CHANGES ORDERED
CHANGE IN CHANGE IN
ITEM CONTRACT CONTRACT
NO. DESCRIPTION PRICE TIME
,- I Quantity adjustments for original ($888.40) No change
Contract bid items
2 Utility pole conflict. $553.56 No change
3 Unidentified WM at 29t" Street $507.49 No change
Connection "C".
4 Install valve in exist. FM on 27th St. $2,256.27 No change
5 Interconnect exist. and new FM's at $17,840.52 No change
-" Mattie Ave.; relocate FM between
Mattie Ave. and 27th St.
,. 6 Water service break. $132.90 No change
7 Phone cable conflict. $695.64 No change
,, TOTAL $21,097.98 No change
,. WAIVER This Change Order constitutes full and mutual accord and satisfaction for the
adjustment of the Contract Price and Contract Time as a result of increases or decreases in cost
and time of performance caused directly and indirectly from the change. Acceptance of this Waiver
... constitutes an agreement between OWNER and CONTRACTOR that the Change Order represents
an equitable adjustment to the Agreement and that CONTRACTOR shall waive all rights to file a
Contract Claim or claim of any nature on this Change Order. Execution of this Change Order shall
constitute CONTRACTOR's complete acceptance and satisfaction that it is entitled to no more
" costs or time (direct, indirect, impact, etc.) pursuant to this Change Order.
" s~scuBoe24se Page 5 of 6
APPROVAL AND CHANGE ORDER AUTHORIZATION
ACKNOWLEDGMENTS
The aforementioned change, and work affected thereby, is subject to all provisions of the original
Agreement and specifically changed by this Change Order; and
It is expressly understood and agreed that the approval of the Change Order shaft have no effect
on the original Agreement other than matters expressly provided herein.
'""' ~Group,
ATTEST: Prime Constru inc.
,- ~ Contract~ ~ _
(Secretary) By (President)
Date Date
(Corporate Seal)
ATTEST: O~jnerO an r
D Date
END OF CHANGE ORDER NO. 3
Page 6 of 6
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! I I I I ! i | I I | I I | I I I ! !
PRIME CONSTRUCTION GROUP, INC.'
1000 Jetstream Dr. P .O. Box 590507
Orlando, Florfda 32824 Odando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
October 31,2000
CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On Odtober 31,2000, Prime Construction Group, Inc. was delayed on the above referenced project.
See attached daily work report for discription of delay.
The following are the costs for this delay:
De-~cribtion gJ, LaD.t[~ Units Unit Price Tax Total
Cat 307/Fuel 0.25 day $153.00 $38.25
IT18/Fuel Loader 0.25 day $230.00 $57.50
CAT 246 / Fuel 0.25 day $75,00 $10.75
Small Tools 0.25 day $20.00 $5.00
Supervision/Burden 0.25 day $275.00 $68.75
Labor/Burden ( 6 man crew) 0.25 day $1,139.50 $284.88
Sub-Total Change Order $473.13
Contractor Mark-up and Bond Premium $80.43
Total Change Order $553.56
Please contact Tom Periey at (407) 856-8180 if you have any questions, Please sign below
to show acceptance of these rates, Please fax back signed proposal ASAP.
Respectfully,
Thomas M. Pedey Thomas Zenker, P.E.
Project Manager
TP/cr
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOB NAME Sanford Utility Relocate Proj, JOB# DATE
SUPERVISOR: CODE: WEEKDAY:
PM Tom Perley 2010 TUESDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
SUPT, John T. Feltmann 2020 11 None
Jerry Raulerson See Job # 349
Terry Kraper 2030 11 6217 None
Fred Tincher See Job # 349
Michael Hartwig See Job # 349
Larry Willjams See Job # 349
Jerry Morris Sr.
Marion Larwen ca 2120 10.25 6217 4
Rudolph Whirlock 2120 10.25 6217 Skid Loader
Freddie White 2120 10 6306 None
Ivery Neely 2120 10 6306 None
Anthony Jackson 2120 10.25 6217 Cat307
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
"'"' (3.0' cut or less) (deeper than 3,0' cut)
PRODUCTlOb Commenced trenching operations at station 23+00 rt for the installation of new 12 FM and the
removal of the existing 6 inch FM and the 2" WM. Production slowed at station 22+63 rt where a deep trench
(8.5 feet) was needed for the installation of a 25' section going down under a future storm line. The 45 degree
section was constructed above ground and lowered in place using two track hoes, this process minimize the
~,.~ for removal, but is located such that the new FM placement is one foot east of the pole, and the existing FM
sits directly against the pole on the west side. A track hoe was used to hold the pole during the trenching
615~i:~tib~i~'ti~"~reven~tne pole tr'dT-fi"ff~Svlng or tatl~ng. Losd~b:F'2~i~,'hours Ourlng th~s
SURF, nNTRACT~t-~r,~,,-~ - . ~ -
MATERIALS:
RENTED EQUIPMENT Cat Skid Loader
TRENCHING LOG:
TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): 5:15 PM
TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: (L*W*H 105x2xS.5
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) yes
_ ,-~
PRIME CONSTRUCTION GROUP, INC.
I000 Jetstream Dr. P.O. Box 590507
· ", Odando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
November 2, 2000
CPH Engineers, inc.
500 West Fulton Street
Sanford, Florida 32771
" Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
/J-2-
Or~ ,2000, Prime Construction Group, Inc. was delayed on the above referenced project,
... See attached dally work report for discdption of delay.
The following are the costs for this delay:
~ .Q.!j~ntity Units Unit Price Tax Total
Cat 307/Fuel 0 day $153.00 $0.00
" IT18/Fuel Loader 0 day $230.00 $0.00
Small Tools 0 day $20.00 $0.00
Supervision/Burden 0.125 day $275.00 $34.38
including TruckiF>hone
Labor/Burden 0.375 d~y ~;1,065.06 $399.38
Sub-Total Change Order $433.75
'* Contractor Mark-up and Bond Premium $73.74
Total Change Order $507.49
," Please contact Tom Pedey at (407) 856-8180 if you have any questions. Please sign below
to show acceptance of these rates, Please fax back signed proposal ASAP.
Respectfully,
Thomas M. Perley / Thomas Zenker, P.E.
Project Manager
TP/cr
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
362 11/2/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Perley 2010 THURSDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
SUPT. John T. Feltmann 2020 13 6217 None
Jerry Raulerson 2035 12 6217 None
Terry Kraper 2030 12 6217 None
Fred Tinchef 2120 10.5 6217 None
Michael Hartwig 2120 10.5 6217 None
LarryWilliams 2120 10,5 6217 None
Jerry Morris St. 2120 10,5 6217 Kamatsu 40
Marion Larwence 2120 10.75 6217 Kamatsu 30
Rudolph Whitlock 2120 10.75 6217 Skid Loader
Freddie White 2120 10.5 6306 None
Ivery Neely 2120 10.5 6306 None
Anthony Jackson 2120 10.5 6217 Cat307
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTlOIN Conducted safety meeting. Commenced trenching operations at station 21 +80 rt. Installed ARV
at stations 22+19 rt and 21 +40 r~.
PROBLEMS: Line stop operation was terminated when pressure down stream of line stop could not be
relieved. Isolation valve at station 22+61 rt (2" gate) was verified shut. City inspector called to determfne
problem, questioned accuracy of prints or condition of valve. City to investigate and provide resolution
F
UBCQNT~CTQRS: NONE - ~
MATERIALS: None
RENTED EQUIPMENT Cat Skid Loader
TRENCHING LOG:
ITRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): 5:45 PM
TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L" W * H 297 x 2 x 505
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) yes
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr. P.O. Box 590507
"' Orlando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
-
November 16, 2000
,.. CPH Engineers, inc.
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On November 16,2000, Prime Construction Group, inc. was delayed on the above referenced project.
,'- S~e attached daily work report for description of delay.
The following are the costs for this delay:
,., D.e_8.Cd.P~ ~ Units Unit Price Tax Total
PC 40/Fuel 0.5 day $119.00 $59.50
CAT IT18 / Fuel Loader 0.5 day $230.00 $115.00
Material LS $0.00
Small Tools 0.5 day $20.00 $10.00
,.. Supervision/Burden 0.5 day $275.00 $137.50
Labpr/Burden ( 6 man crew) 0.5 day $1,139,50 $569.75
Sub-Total Change Order $891.75
Contractor Mark-up and Bond Premium $151.60
'"' Total Change Order $1,043.35
Please contact Tom Perley at (407) 856-8180 if you have any questions. Please sign below
,- to show acceptance of these rates. Please fax back signed proposal ASAP.
,. Respectfully,
Thomas M. Perjay Thomas Zenker, P.E.
Project Manager
_ PRIME CONSTRUCTION GROUP, INC.
DALLY REPORT
JOE NAME Sanford Utility Relocate Proj. JOB# DATE
362 11/16/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Perle,/ 2010 THURSDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
""" SUPT. John T. Feltmann 2020 11 6217
Jerry Raulerson See Job # 355
Terry Kraper 2030 11.75 62I 7
" Fred Tincher See Job # 355
Michael Hartwig See Job # 355
,-- Larry Willlares See Job # 355
Jerry Mords 2120 10.5 6217 Kamatau 40
Marion Larwence 2120 10.5 6217 4
,.. _Rudolph Whitlock 2120 10,5 6319 None
Freddie White See Job # 355
[very Neely See Job # 355
· - Derrick Morse 2120 10.5 6217 Water Truck
~od Carro[ 2120 10.5 6319 None
"'~ WiG CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3,0' cut or Jess) (deeper than 3.0' cut)
PRODUCTI O1% Completed in,~f~nqtiort of 6" valve ontthe transite line east of the Cattle Ranch resttaunt lift station ·
'"" e in ( 4 crew hours.l~Completad tap of saddle on 28th street, station 20+78 Lt. Excavated to locate -
.. · ;~xls~lng 10'~non vv~w at station 28+63 Lt in preparation for IPSCO to install line stop. Discussed with City
,.. Inspector (Bd) about restraint of WM, suggested the use of a thrust block instead of bell restraints (requires
94 feet of restraint by prints).
PROBLEMS The newly installed FM at station station 18+70 Rt as placed needed to be moved
.. one foot east to allow Southland room for the installation of their storm drain box and piping. The excavation movemenl
and backfill of the pipe was accomplished in less than 90 minutes.
,.., SUBCONTRACTORS: NONE
.. MATERIALS: None
RENTED EQUIPMENT:
,.., Water Truck
TRENCHING LOG:
TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED 17:30
..., TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L'W* H :60x5x3
METHOD OF SHORING: N/A
.- LADDER USED ? (CIRCLE ONE no
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr. P.O. Box 590507
Orlando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
November 17, 2000
CPH Engineers, Inc.
500 West Fulton Street C.. 0 '~
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On November 17,2000, Prime Construction Group, Inc. was delayed on the above referenced project.
See attached daily work report for discription of delay.
The following are the costs for this delay:
Description Quantity. Units Unit Price Tax Total
PC40/Fuel I,.0 Z day $119.00
CAT IT18 / Fuel Loader I .O ~ day $230.00
CAT 246 / Fuel 0 day $75.00 $0.00
Material LS $0.00
Small Tools T,.C) ~ day $20.00 $2,.7,~t0' ~O.O~
Supervision/Burden 1.37 day $275.00 $376.75
LabedBurden ( 7 man crew) 1.37 day $1,171.50 $1,604.96
Sub-Total Change Order
Contractor Mark-up and Bond Premium $422.0~
Total Change Order
Please contact Tom Pedey at (407) 856-8180 if you have any questions Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP.
Respectfully, ,~"~
homas M. Pefiey ~.~"; Thomas ZenKer, P.E,
Project Manager
_ PRIME CONSTRUCTION GROUP, INC.
DALLY REPORT
JOS NAME Sanford Utility Re{ocate Proj. JOB# DATE
362 11/17/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Pedey 2010 FRIDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
"' SUPT. john T. Feltmann 2020 10 6217 None
Jerry Raulerson 2035 8 6217 None
Terry Kraper 2030 10 6217 None
Fred Tincher 2090 10 6217 None
Michael Hartwig 2090 10 6217 None
,,. Larry Wi][iams 2090 10 6217 None
Jerry Morris 2120 10 6217 Kamatsu 40
Marion Lar,,vence 2120 10 6217 4
,,., Rudolph Whitleck 2120 10 6217 None
Freddie White 2120 10 6319 None
Ivery Neely 2120 10 6319 None
"' Derrick Morse 2120 10 6217 Water Truck
Tod Carrol 2120 10 6319 None
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
"' (3.0' cut or less) (deeper than 3,0' cut)
(PRODUCTIOi~ Excavate to expose newly installed FM pipe at station 24+10 Rt to cut in 12" epoxy lined plug
,:,::n 12%%'; ~T:nd 6" p,ug valve <7 man cr_~Tom~'a~ced ,ll.n9 ~M piping. ,PSDO comp,e,ea ~p o, 6" tapping sl6
PROBLEMS:
SUBCONTRACTORS: NONE
MATERIALS: None
RENTED EQUIPMENT Water Truck
TRENCHING LOG:
TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): 3:15 PM
'TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L*W*H :30x4x6
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) yes
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr. P.O, Box 590507
Orlando, Flodda 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
December 12, 2000 ~
CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On December 12,2000, Prime Construction Group, Inc. was delayed on the above referenced project.
" See attached daily work report for discription of delay.
The following are the costs for this delay:
,"", pescrintion D..Uala.t~ Units Unit Price Tax Total
JD80/Fuel 1.0.1-,8" day $153.00
CAT 924G I Fuel Loader ~ .O ~ day $230.00
CAT 246 / Fuel I. O ~ day $75.00
Material LS
"' Small Tools I.i) ~ day $20.00 $~
Supervision/Burden 1.3 day $275.00 $357.50
~ including TruckJPhons
Labor/Burden ( 8 man crew) 1.3 day $1,431.00 $1,860.30
"' Sub-Total Change Order
Contractor Mark-up and Bond Premium
Total Change Order $3,321 .~o,~
"'Please contact Tom Pertoy at (407) 856-8180 if you have any questions. Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP.
Respectfully,
Thomas M. Perley Thomas Zenker, P.E.
Project Manager
TP/cr
I"KIIVIr' L~.JI'%I~ I r~ul,~ I IL/IIt LII1~Jui-', II~l~d.
DALLY REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
362 12/12/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Pedey 2010 TUESDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
SUPT. John T. Feltmann 2020 13 6217 None
Jerry Raulerson See Job # 355
Terry Kraper 2030 12 6217 None
Fred Tincher Call in sick 0
Michael Hartwig 2090 .- 11 6217 246
Larry Williams 2090 11 6217 None
Jerry Morris 2090 9.75 6217 John Deere
Marion Larwence 2090 10.5 6217 924G
Rudolph Whifiock 2120 10.5 6306 None
Freddie White See Job # 355
Ivery Neely See Job # 355
Derrick Morse See Job # 355
Tod Carrol 2120 10.5 6306 None
Jason Abell 2120 9.5 6217 None
W/C CODES: WATER; 6319 STORM/SEWER: 6306 GRADING: 6217
(3,0' cut or less) (deeper than 3.0' cut)
PRODUCTIOn, Crew on site at 0600 to support concrete pour of sidewalks and driveways.
Work commences on Mettle Street to tie in old 6" transite FM line to the new 12" FM line. Mattie Street is shut
down from Sanford Ave, to Grandview, and the Sanford Police are notified of the street closure. While excavating
for the tie in, the gas company makes contact to discuss the position of the transite and 6" ductile line at station
24+70 Rt. (See problems below). With the exception of the many changes put in by the City, work
proceeds slowly for the tie in. At 2:30 pm, the tie in of the 6" transite line to the 12" FMis complete and 4:00 pm
the first part of the tie in of the 6" transite line to the old 6" ductile line is complete. Mettle street
remained shut down over night to allow work to continue the next day, and the Sanford Police were notified
of the road closure. The concrete pour from station 27+50 Lt td 28+63 Lt, was completed at 4:00 pm but not
show the ductile pipe rest where a storm drain box will be installed., Ed relays this information to Tom Zinker and
his manager. Around 11:40 am, Ed gets back with me and describes the following resolution:
a. Connect "Y" at station 24+17 Rt so Mattie Street lift station pumps to 12" FM
b. Remove old 6" ductile fine and 6" trensite line from 24+17 Rt., to 24 + 85 Rt, city will resolve
connection of Mattie Street to 27th Street connection at a later date,
At 3:30 pm, Ed returns with another change;
a. Remove 6 "Transite fine from 24+17 Rt. To 24 + 85 Rt.
MATERIALS: 65 yards concrete
RENTED EQUIPMENT 924G, John Deere
TRENCHING LOG:
TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): Open
TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L * W * H: 15x12x5
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) Yes
Page 1 of 2
12/12/00 TUESDAY
Production (continued):
not with out incident. Two separate cam, at different times drove past the baricades/cones used to shut down
one Lane, and past the concret workers and drove into the freshly poured concret drive way. Both cam were
undamaged and were hosed off. Prior to leaving the job site for the evening, ali sidewalks and driveways were
baricaded off with cones and caution tape,
Total Production:
1.6" Transite line tie in to 12" FM
2. 6" Transite line tie in to old 6" ductile FM line
3. 65 yards concrete pour complete from 27+50 L(to 28+63 Lt.
Problems (continEled): '
b. Leave 6" ductile and connect to transite line running East on 27th and west on Mattie
c. Cut the old 6" ductile at station 24+70 Rt., and divert around storm drain box placement
All changes made by City were relayed to John. John is placing order for the 6" 45 degree elbows and accessaries
needed to complete the routing of FM around the drain box.
Work on this change will not be able to be completed until the phone company
and the gas company complete their work at station 24+70 Rt, most probably Monday of next week.
Page 2 of 2
PRIME CONSTRUCTION GROUP, INC.
,., 1000 Jetstream Dr. P.O. Box 590507
Odando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
..
December 13, 2000
CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On December 13, 2000, Prime Construction Group, Inc. was delayed on the above referenced project.
See attached daily work report for description of delay.
The following are the costs for this delay:
Description Quantity Units Unit Price Tax Total
JD 80 / Fuel 1 day $153.00 $153.00
CAT 924G / Fuel Loader 1 day $230.00 $230.00
""' CAT 246 / Fuel I.O /~ day $75.00 $9.7f5'0'
Material 0 LS $0.00 $0.00
Small Tools 1 day $20.00 $20.00
Supervision/Burden I day $275.00 $275.00
including Truck/Phone
Labor/Burden ( 9 man crew) 1 day $1,575.00 $1,575.00
Sub-Total Change Order
Contractor Mark-up and Bond Premium $399.50
,-- Total Change Order $2,750.CO
Please contact Tom Perley at (407) 856-8180 if you have any questions. Please sign below
,.,. to show acceptance of these rates, Please fax back signed proposal ASAP.
Respectfully,
,.-. Thomas M. Pertey Thomas Zenker, P.E.
Project Manager
..,., TP/cr
- PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
-,, 362 12/13/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom PedeV 2010 WENDSDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
"' SUPT. John T. Feltmann 2020 12 6217 None
Jerry Rau]erson See Job # 377
Terry Kraper 2030 11 6217 None
~,~
Fred Tinchef off early sick 2090 8.5 6217 246
Michael Hartwig 2090 10 6217 None
,., Larry Wifiiams 2090 10.5 6217 None
Jerry Morris 2090 10.75 6217 John Deere
Marion Larwence 2090 9.5 6217 924G
,- Rudolph Whirlock 2120 10.75 6319 None
Freddie White See Job # 377
Ivery Neely See Job # 377
--' Derrick Morse See Job # 377
Tod Carrol 2120 9.25 6319 None
Jason Abeil 2090 10.5 6217 None
~ W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING; 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTlOb Commence clean up around concrete pours, moving dirt, and grading to allow for placement of sod
'-- from station 27+50 Lt to 28+63 Lt.; sod required for job, 286 square yards.
After reaching a final resolution to the 6" ducffie/transite line placement, began removing transite line from station
,-- 24+25 Rt to station 24+35. As transite pipe was removed from the ground, each piece was wrapped in clear
plastic, and then stored in the city yard,
PROBLEMS: 7:3~am;Stevefr~mS~uth~andinf~rmsmethatthe~~d6''ductilepipeisl~catedundernewcurb~ine
from station 24+40 Rt to station 24+70 Rt. Contact city (Ed), and John and inform them of the new problem,
Explain to Ed that the old 6" transite line from Mattie Street has already been connected to the old 6" ductile line
at station 24+25 Rt. Around 9:00 am, Ed informs me per Jeff Wall %.. We are to leave transite running
from Mattie Street to 27th Street force main tie in. Remove existing cast iron (DI) pipe that was going to be used
for Mattie Street and 27th Street connection...". Around 11:00 am, Ed, Jeff, Tom Zinker (CPH), Steve (Southland),
and myself meet to discuss the movement of the DIP. Have decided to:
a. Leave old 6" line connected at station 24.25 Rt
b. Cut old line at about station 24+ 40 Rt, sleeve new pipe to old
c. Break pipe to east and lay parallel to 12" FM, I foot to west of 12"FM
,-, MATERIALS: 8 Pallets Bahia Sod
RENTED EQUIPMENT 924G, John Deere
TRENCHING LOG:
TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): 2:00 PM
..- TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L * W * H 60 x 3 x 3
METHOD OF SHORING: N/A
-- LADDER USED ? (CIRCLE ONE) N/A
12/13/00 WENDSDAY
Page I of 2
Production (continued):
Total Production: 1. Removal of 50 feet 6" transite line
2. Grading/raking 340 LF of ground for sod placement
Problems (continued): This change per Tom Zinker. Tom will follow up directlye with a written statement and fax to
Prims's main office.
,., While removing the transite line in Mattie Street, a large concrete thrust block was found poured around the 90
dg,% ......
.elbow. Since the 3 ~nch gas main was resbng d~rectiy on top of the thrust block, the block was ~n place
Page 2 of 2
PRIME CONSTRUCTION GROUP, INC,
1000 Jetstream Dr, P,O, Box 590507
Orlando, Fiorida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
December 18, 2000 .... _.,...--. ~
CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
'On December 18,2000, Prime Construction Group, inc. was delayed on the above referenced project.
See attached daily work report for description of delay.
The following are the costs for this delay:
Description Quantity Units Unit Price Tax Total
JD 80 / Fuel 0.6875 day $153.00 $105.19
CAT 924G / Fuel Loader 0.6875 day $230.00 $158.13
CAT 246 / Fuel 0 day $75.00 $0.00
Material 0 LS $0.00 $0.00
Small Tools 0.6875 day $20.00 $13.75
Supervision/Burden 0.6875 day $275.00 $189.06
Labor/Burden ( 5 man crew) 0.6875 day $907.50 $623.91
Sub-Total Change Order $1,090.03
Contractor Mark-up and Bond Premium $185,31
Total Change Order $1,275.34
P~ease contact Tom Pefiey at (407) 856-8180 if you have any questions. Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP,
Respectfully,
Thomas M. Perley Thomas Zenker, P.E,
Project Manager
TP/cr
, PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
362 12/16/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Pedey 2010 MONDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
"" SUPT. John T. Feltmann 2020 12 6217 None
Jerry Raulerson See Job # 349
Terry Kraper 2030 11.5 6217 None
Fred Tinchef 2090 11 6217 246
Michael Hartwig Death in Family
,.-. Larry Williams 2090 11 6217 None
Jerry Morris 2090 11 6217 John Deere
Marion Larwence 2120 10.5 6217 924G
,., Rudolph Whitiock 2120 11 6319 None
Freddie White See Job # 349
Ivery Neely See Job # 349
'" Derrick Morse See Job # 349
Ted Carrol 2120 11 6319 None
Jason Abell 2090 11 6217 None
~" W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTIOn, Continued work on removing 10" WM, pipe removed from station 24+70 LUo 24+18 Lt
nVVnr~' "nntinues on the transite/ductile line at station 2,4+80 Rt,~The transite line is located on the East side of
"Sanford where it has crossed from 27th street, and turns and runs South down Sanford. The pipe is cut one foot
south of the 90 degree elbow. The transite/ductile coupling is attached to the transite line and then the new
~ 6" epoxy lined ductile pipe is connected. Placement of the new line is one foot west of the new 12" FM line
and runs south parallel to the 12" FM line. Over the next 110 feet of run the elevation of the line must be raised
2.5 feet. The 90 degree transite line is 5.5 feet below grade, and the existing tie in line sits 3 feet below grade.
t, Prep work also continues for asphalt paving in front of two business at the corner of 26th and Sanford Ave.
~'~ he remalng sod Is placed where needec~ ~rom station 2/+50 to 28+63 Lt.
rEa'~'OF'Lc~w~:
" Discussed with City Inspector, Ed, the concerns over the removal of the 10x6 "T" and capping of the 6" valve
~ t station 22+62 Lt. The "T" is currently restrained; however, removing the "T" leaves the 6" valve unrestrained
with city water pressure on the valve during the "T" removal/valve plugging evolution. Our recommendation
"'~ and agreed with by Ed, is to leave the "T" in place connected to the valve, keep the valve closed, and cut the
10" WM on each side of the "T". Once cut, concrete would be placed in each open end of the cut 10" pipe.
,...
"" SUBCONTRACTORS: NONE
MATERIALS: None
~RENTED EQUIPMENT 924G Loader, John Deere
TRENCHING LOG:
"'"' TRENCH OPENED (TIME): 7:00 AM TRENCH CLOSED (TIME): 6:00 AM
TYPE OF SOiL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L'W* H ',various
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) Yes
Page I of 2
12/18/00 MONDAY
Production (continued): Total Production: 170 feet 10" WM removed
60 feet 6" FM installed
- 60 feet 6" Transite line remove and wrapped
Hours charged to the Transite work are as follows: %
1.5.5 hrs Tod
2. 5.5 hrs Rudolph
3. 5.5 hrs Jason
4. 5.5 hrs Jerry
5, 5.5 hrs Pipe Foreman
6. 5.5 hrs John Deere
7. 5.5 hrs Loader
Problems (continued):
Page 2 of 2
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr. P.O, Box 5g0507
"" Orlando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-858-8182 Fax
December 19, 2000 ~
--. CPH Engineers, Inc.
500 West Fulton Street
Sanford, Florida 32771
At~n: Tom Zenker
RE: Sanford Avenue Utility Relocation
'On December 19, 2000, Prime Construction Group, Inc. was delayed on the above referenced project.
· -- See attached daily work report for description of delay.
The following are the costs for this delay:
Description Quantity Units Unit Price Tax Total
JD 80 / Fuel 0.375 day ~153.00 $57.38
CAT 924G / Fuel Loader 0.375 day ~230.00 $86.25
a... CAT 246 / Fuel 0 day ;75.00 $0.00
Material 0 · LS ;0.00 · $0.00
Small Tools 0.375 day ;20.00 $7.50
Supervision/Burden 0.375 day ~275.00 $103.13
Labor/Burden ( 5 man crew) 0.375 day $907.50 $340.31
Sub-Total Change Order $594.56
Contractor Mark-up and Bond Premium $101.08
~., Total Change Order $695.64
Please contact Tern Pedey at (407) 856-8180 jf you have any questions. Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP.
Respec~ufiy,
Thomas M, Pefiey Thomas Zenker, P.E.
Project Manager
TP/cr
- PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOe NAME Sanford Utility Relocate Proj, JOB# DATE
,.., 362 12/19/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Perle,/ 2010 TUESDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
"' SUPT. John T. Feltmann 2020 14 6217 None
Jerry Rau[erson See Job # 349
Terry Kraper 2030 12.5 6217 None
Fred Tinchef 2090 12 6217 246
Michael Hartwig Death in Family
..,. Larry Willjams 2090 12 6217 None
Jerry Morris 2090 12 6217 John Deere
Marion Larwence 2090 12 6217 924G
.- Rudolph Whitlock 2120 12 6319 None
Freddie White See Job # 349
Ivery Neely See Job # 349
'""' Derrick Morse See Job # 349
Tod Carrel 2120 12 6319 None
Jason Abell 2090 12 6217 None
J W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
~3.0' cut or less) (deeper than 3.0' cut)
/ ~RODUCTIOI', Complele tie in oftransite line. The transite line FM flow is now as follows:
1, Lift station on Mattie pump effluent
2. Effluent head West in the transite line
3. At the intersition of Mattie/Sanfort the transite line transitions into 6" ductile and can
either be routed to the 12" FM line or go West in new line, then North into the old line,
4. Continuing Nort for 50 feet then back to new 6" line until it reaches station 24+80 Rt
:%5 %,;%:9207, e.%7,bowi,,.ans,,io.sbaokin,ot.anai,e a.dthen
. t
PROBLEMS: After discussions with CSR Rinker the cure times and lack of stability of the Flowable Filled used
last on this job (mix code 1175301), cafis were made to John Feltman, Ed (City Inspector) and Tom Zinker (CPH)
to allow changing flowable fill mixture to 1035117. This new mixture has an excellerant, and more cement, which
will significantly reduce dry/cure time. Ed delivers written approval for change to the mixture.
SUBCONTRACTORS: NONE
MATERIALS: None
RENTED EQUIPMENT 924G, John Deers, Asphalt Roller
TRENCHING LOG: ~
TRENCH OPENED (TIME): 6:30 AM TRENCH CLOSED (TIME): 6:00 PM
TfPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L * W * H :various
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) n
Page 1 of 2
12/19/00 TUESDAY
Production (continued): Driveway asphalt repair/replacement is completed for businesses located at the corner
of Sanford Ave and 26th Street.
Water Main removal is completed from station 26+65 Lt to 22+70 Lt
" Total Production: 1.50 feet 6" Epoxy line ductile pipe installed
2. One, 6" ductile sleeve installed
3. 345feet 10" WM removed
e Line Work
· , ;
1.3.0 hrs Tod
2. 3.0 hrs Rudolph
3. 3.0 hrs Jason/~
""" 4. 3.0 hrs Jerry
~ 5. 3,0 hrs Pipe Foreman
6. 3.0 hrs John Deere
~ 7, 3.0 hrs Loader
,-., Problems (continued):
Page 2 of 2
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr. P.O. Box 590507
Orlando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
December 19, 2000 C.~~.~
CPH Engineers, Inc. {
500 West Fulton Street -
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
Below is the material needed to complete the re-routing of the Forcemain at Mattie St.:
,. Description Quantity Units Unit Price Tax Total
Sewer Materials 1 LS $5,555.49 $388,88 $5,944.37
(See attached break down)
\
Flowable fill (46 sqyds) 15.33 cubic yds $56.63 $60.77 $928.91
(Roadbase)
Asphalt Material (46 sq yds) 5 tons $36.00 $12.60 $192.60
,. Haul Asphalt 4 hrs $40.00 $160.00
Sub-Total Change Order $7,225.88
Contractor Mark-up and Bond Premium $1,228.40
Total Change Order $8,454.28
Please contact Tom Perley at (407) 856-8180 if you have any questions. Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP,
Respectfully,
Thomas M. Perfey Thomas Zenker, P.E.
Project Manager
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Dr, P,O. Box 590507
Odando, Florida 32824 Orlando, Florida 32859-0507
407-856-8180 Phone 407-856-8182 Fax
December 7, 2000 ~ ~
CPH Engineers, Inc. C O '~ I1Tc.fY~. (~
500 West Fulton Street
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On December 7,2000, Prime Construction Group, Inc. was delayed on the above referenced project.
" See attached daily work report for discdption of delay.
The following are the costs for this delay:
,.. Description ~ Units Unit Price Tax Z.CaJ.
JD 80 / Fuel 0.0625 day $153.00 $9.56
CAT 924G / Fuel Loader 0.0625 day $230.00 $14.38
Small Tools 0.0625 day $20.00 $1,25
Supervision/Burden 0.0625 day $275.00 $17.19
Labor/Burden ( 6 man crew) 0.0625 day $1,139.50 $71.22
=.~ Sub-Total Change Order $113.59
ContraCtor Mark-up and Bodd Premium $19.31
Total Change Order $132.90
" Please contact Tom Perley at (407) 856-8180 if you have any questions. Please sign below
to show acceptance of these rates. Please fax back signed proposal ASAP.
RespectfuUy,
Thomas M, Perley Thomas Zenker, P.E.
,.. Project Manager
TP/cr
- PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
,.,, 362 12/7/00
,SUPERVISOR: CODE: WEEKDAY:
PM Tom Pedey 2010 THURSDAY
EMPLOYEE NAME: J/C CODE MAN HOURS WIC CODE EQUIPMENT
" SUPT. John T. Feltmann 2020 13 6217 None
Jerry Raulerson See Job # 355
Terry Kraper 2030 11.25 6217 None
Fred Tinchef See Job # 355
Michael Hartwig See' Job # 355
,. Larry Williams See Job # 355
Jerry Morris 2090 9.25 6217 John Deere
Marion Larwence 2120 11 6217 924G
-- Rudolph Whitlock 2120 11 6319 None
Freddie White See Job # 355
Ivery Neely See Job # 355
'"' Derrick Morse See Job # 355
Ted Cartel 2120 10,25 6319 None
Jason Abell 2120 10.25 6217 None
WIC CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or Jess) (deeper than 3.0' cut)
PRODUCTION The 246 skid loader was delivered to the job site, 246 hrs. Continued removal of 10"WM from
"' Station 27+50 Lt to station 26+50 Lt. Commence excavation at station 27+19 Rt for FM prep work and tie in.
Ed and Jeff on site to view work in progress to tie in FM, Tie in will not be in accordance with pdnt since the
old and new line are not at the same elevations. Discussions with Ed and Jeff end with their approval for the use
"' of two 45 fittings and if needed a sleeve, to tie in the new FM line to the existing 6" FM line. Excavated area
ropped off, work to be completed on 12/8/2000.
Ordered 50+ yards of concrete ( 2500 psi, mix 1175914, slump 5), for Tuesday 12/12/2000, with a delivery time
"' of 6:00 a.m., 35 minute spacing between trucks,for the sidewalk and driveway pour.
Total Production: RRn feet 10" WM removed
PROE~LEM: '~ ' chwaterservic~"nnewas'brekenduringexcavationofthel0"WM. The line was found'~
, S A1 ~n
" ....... : _ in~qbes beloWgrade (station 26+70 Lt). Production slowed
""" SUBCONTRACTORS: NONE
MATERIALS: None
'""" RENTED EQUIPMENT:924G loader, John Deere
TRENCHING LOG:
"' TRENCH OPENED (TIME): 8:00 AM TRENCH CLOSED (TIME): 5:00 PM
TYPE OF SOIL (CIRCLE ONE) C
TRENCH DIMENSIONS: ( L*W*H }330x2x3
METHOD OF SHORING: N/A
LADDER USED ? (CIRCLE ONE) no
Page I of 2
PRIME CONSTRUCTION GROUP, INC.
.,,. 1000 Jetstream Dr. P.O. Box 590507
Orlando, Florida 32824 Odando, Florida 32859-0507
407-856-8180 Phone 407-855-8182 Fax
December 11, 2000
" CPH Engineers, Inc, ~I,t,t, t~- '7
500 West Fulton Street ..
Sanford, Florida 32771
Attn: Tom Zenker
RE: Sanford Avenue Utility Relocation
On December 11,2000, Prime Construction Group, Inc. was delayed on the above referenced project.
" See attached daily Work report for description of delay.
The following are the costs for this delay:
Description Quantity Units Unit Price Tax Total
.., JD 80 / Fuel 0,375 day $153.00 $57.38
CAT 924G / Fuel Loader 0.375 day $230.00 $86.25
" CAT 246 / Fuel 0 day $75.00 $0.00
Material 0 LS $0.00 $0,00
Small Tools 0.375 day $20.00 $7.50
.,, Supervfsion/Burden 0.375 day $275.00 $103.13
including Tnjck/Phone
Labor/Burden ( 5 man crew 0.375 day $907.50 $340.31
Sub-Total Change Order $594.56
Contractor Mark-up and Bond Premium $101.08
-- Totat Change Order $695.64
Please contact Tom Pedey at (407) 856-8180 if you have any questions. Please sign bebw
,. to show acceptance of these rates. Please fax back signed proposal ASAP.
Respectfully,
Thomas M. Perley Thomas Zenker, P.E.
Project Manager
TP/cr
I.~I~IIVii- (jUN~ I I~UIj I IUN UI-(UUi-', IN(.;.
Daily REPORT
JOB NAME Sanford Utility Relocate Proj. JOB# DATE
362 12/11/00
SUPERVISOR: CODE: WEEKDAY:
PM Tom Perley 2010 MONDAY
EMPLOYEE NAME: J/C CODE MAN HOURS WtC CODE EQUIPMENT
SUPT. John T. Feltmann 2020 13 621'7 None
Jerry Raulerson See Job # 355
Terry Kraper 2030 12 6217 None
Fred Tinchef Dr. Apt 2090 8 6217 246
Michael Hartwig 2090 ,. 11 6217 None
Larry Williams 2090 11 6217 None
Jerry Morris 2090 10.75 6217 John Deere
Marion Larwence 2090 11.5 6217 924G
Rudolph Whitlock 2090 12 6319 None
Freddie White See Job # 355
Ivery Neely See Job # 355
Derrick Morse See Job # 355
Ted Carrol 2090 10.5 6319 None
Jason Abell No Ride 0
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTIOn, Work commences on continuation of 10" WM removal from station 26+20 Lt to 25+40 Lt, also
commence work on grading and form work for sidewalk and driveway construction from station 27+50 Lt to
28+63 Lt.
Ed (city inspector) relays message that the city will be on site tomorrow, 12/12/2000, at 8:30 a .m. to support
Mattie Street transite FM line tie in to the 12" FM.
Total Production: 250 feet 10" WM removed
PROBLEMS: Dudng forming of driveways, both business owners affected by construction express their total
dissatisfaction with,tbedesLga and size,Of tbe driveways. EXplain tothem the lay ou:~ per our plans and contract
with the City of Sanford. John is contacted and arrives on site to further discuss the issue. To help resolve
the conflict, Ed (city inspector) is called to site. After an extensive conversation, and contact with the engineer
Tom Zinker, the conflict is resolved with a directive from the city to reform the driveways to equal or better than
Iwas originally in place. A layout is determined and agreed upon by all parties affected, and the forms put in place.
~Ed approves the form layout. The new size/layout results in an increase of concrete from 50 yards to an estimated
t60 yards. The changes to the driveways result in an additional 24 manhours labor, plus the additional
!work required by the concrete subcontractor.
See problems continued
SUBCONTRACTORS: NONE
iiVlATERIALS: None
iRENTED EQUIPMENT John Deere, 924G Loader
, (TIME): 7:00 AM TRENCH CLOSED (TIME): 4:30 PM
!TYPE OF SOIL (CIRCLE ONE) C
~TRENCH DIMENSIONS: ( L * W * H :250x2x2 5
IMETHOD OF SHORING: N/A
~LADDER USED ? (CIRCLE ONE) no
Page I of 2
12/I 1/00 MONDAY
Production (continued):
Work on the 10" WM removal is slow due to the excessive areout of phone cables over/around the pipe (see
pictures by John). Uncovering of p~pe is done by hand d~gglng to
a production loss of'3 hour~ ~mpanles this ext~ ~ prevent cutting of cables
· ac ' ' a ork.
Page 2 of 2