HomeMy WebLinkAbout05- Rouse Ave. Sewer Trunk Line & Water Replacement, Williams Plumbing, Change Order 2A
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CHANGE ORDER
No. _..Two A (2A)
~'".~,"'.'
DATE OF ISSUANCE ~grch 24,2005 EFFECTIVE DATE
.""..~
. .
OWNER: City of Bozeman
CONTRACTOR: Williams Plumbing and Heating, Inc.
Contract: Total combined Bid, Schedule I and Schedule 2 .~-_.
Proj ect: Rouse Avenue Sewer Trunk Line and Water Replacement ..-
OWNER's Contract No. 56EP04 ENGINEER's Contract No. 0417.037.090.0310
ENGINEER: Morrison-Maierle, Inc. ."""
. .. --.-., .-- ....--- - n____.".._.".._._.. ...
You arc -dirccted to- make the following chan-ges in thc Contract Documents:
Description: See Engineer's Recommendations for Change Orders No. 2A
Reason for Change Order: See Engineer's Recommendations for Change Orders No. 2A
Attachments: See Engineer's Recommendations for Change Orders No. 2A
I CHANGE IN CONTRACT PRICE: I I CHANGE IN CONTRACT TIMES: I
Original Contract Price Original Contract Times:
Substantial Completion: 150 days --
$ _~9J_,JH~.Q_Q_.....__.____ Ready for final payment: 180 days
da s or dates)
Net Increase (Decrease) from previous Change Net change from previous Change Orders No. ~_. to
Orders No. ~
No. 1 to~ Substantial Completion: 1 day
Ready for final payment: 1 day ---~
$ 46 743.42 da s
Contract Price prior to this Change Order: Contract Times prior to this Change Order:
Substantial Completion: 151 days
$ 2,638.561.42 Ready for final payment: 1 81 days
da s or dates)
Net increase of this Change Order: Net increase this Change Order:
Substantial Completion: 25 days
$ 103,365.13 Ready for final payment: --1.5 days
da s)
Contract Pricc with all approved Change Orders: Contract Times with all approved Change Orders:
Substantial Completion: 176 days
$ 2.741.926.55 Ready for final payment: 206 days
(days or dates)
RECOMMENDED: ~A.'7~ ACCEPTED:
~d ~ ~.:6 4(#;;/
'NGINEER - Signature) OWNER (Authorized Signature) CO TRACTOR(. uthon . tgnature)
"3 "8 July 18, 2005 (;.- .1~GS
Date: u,;. -OS Date: Date:
ti~dl,;,1'''?:5 ,e~~j.!!;<?'w.!',,--> ,j7J '~#'h-
EJCDC 1910-8-B Fo-<!. ~. / .....'''~'.t:. ~<S$c-(1' ....1 r~
l-t..' t' J7'; r,/k: a ,?_.,1 ~ <-46.-4:'. Tr;j
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the
Construction Specitlcations Institutc.
Change Order ~ Page 1 of 2
H:\0417\037\does\Construction\Pay Requests\change order spec-2A.doc
3/20/02
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CHANGE ORDER
INSTRUCTIONS
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A. GENERAL INFORMA nON
This document was developed to provide a uniform format for handling contract changes that affect Contract Price or
Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent
Change Order if they affect Price or Times.
Changes that affect Contract Pricc or Contract Times should be promptly covered by a Change Order. The practice of
accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes.
If Milestones have been listed in the Agreement, any effect of a Change Order thercon should bc addressed.
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a
Field Order should be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer normally initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requcsts from Owner, or both.
Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval,
depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement
for a previously perfonncd change. After approval by one contracting party, all copies should be sent to the other party
for approval. Engineer should make distribution of executed copies after approval by both parties.
If a change only applies to price or to times, cross out the part of the tabulation that does not apply.
Change Order - Page 2 of 2
H:I04171037ldocslConstructionlPay Requestslchange order spec-2A.doc
3/20102
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Rouse A venue Sewer Trunk Line and Water Replacement
Engineer's Recommendation for Change Order No. 2A
Total for Change Order No. 2A Amount = $103,365.13
Total Contract Calendar Days = 25 days
The following is support information for the above recommendation.
Engineer's Recommendation for Original Change Order NO.2
This recommendation is in response to two letters, dated Octobcr 8, 2004 and October 20,
2004, from Williams Plumbing & Heating, Inc., for Request of Change Order.
Collectively these requests involve Work Directives 2-11, Modifications to Bypass
Pumping at Manhole #4, Weather Days, and the Splitter Structure. The rcmainder of this
mcmo summarizcs our recommendations to the owner.
Please note the following general modifications wcrc made to all pertinent Work
Directives:
. Hourly employee rates were found to be inconsistcnt and haye been reyicwed for
consistency
. Equipment Blue Book values were obtained, provided by the contractor, for
consistency
. Equipment standby rates were modified as outlined in Section 00810,
Supplementary Conditions to the General Conditions, Paragraph SC-11.01.A.5.C
of the Contract Documents.
. Labor wages that inyolved Owners, Managers, Engineers, etc. were removcd
according to The Standard General Conditions, Article 11, Section 11.01
Paragraph B. As cross referenced by the certified payroll.
. 15% oyerhead and profit were applied to labor and materials, 5% was applied to
subcontractors and overhead and profit is not allowed on equipment. This was
applied per Section 12.01 C of the Contract documcnts.
. Bonding costs were reduced from the estimated 1.1 % to 0.875% per thc letter
from First West Inc. faxcd to Morrison-Maierle, Inc. on November 9,2004.
. Days granted are based on the fact that two crcws are in production within the
project. Onc crcw day is equivalent to one-half of a contract day. In the letters
dated Octobcr 8, 2004 and October 20, 2004 contract time requested, which was
based on the impact to an individual crew, is yiewed as a crew day. These single
events did not impact thc othcr crew and production was still made by the
unaffected crew. In summary, each cyent is yiewed independently as to the
impact that was caused and contract days recommended accordingly.
. Days recommended are for the independent affcct rclated to the Work Directive.
We recommend that upon the final tally of days that weekends, calcndar days, are
added in at that timc.
I- J
Splitter Structure-$1,478.51 + 1 additional contract day
Project Manager and Engineer remoyed from labor total. Markup percentages applied as
stated above. One contract day recommended due to impact to one crew and one
production crew onsite at timc of incident.
Work Directive #2-$1,000.00 + 0 additional contract days
Recommendation is as submitted. Price was mutually agreed upon prior to work effort.
Bypass pumping modifications to accommodate relocated Manhole #4-$1563.65 +
o days additional contract time.
Owner and Engineer remoyed from labor total per specifications as stated above. This
incident had no effect on main-line production crews; therefore no additional contract
days arc due.
Weather Days-$O.OO + 2 additional contract days
Recommend as submitted.
Work Directive #3-$14,829.16 + 1 additional contract day
Rccommend as submitted. Compensation amount and timc werc agreed upon at time
when Work Directive was initiated.
Work Directive #4-$25,972.26 + 2.5 additional contract days
Hours, regular and overtime were adjusted based on the percentage of hour worked on
this eyent against the total hours for that week---speeifieally the week of August 30,
2004. As an example, Larry Powers worked 40 hours regular time and 19.5 hours of
ovetiime during this week. Thirty hours of time was logged towards Work Directive #4.
This equates to 50.4% of that week's time spent on Work Directive #4. Hence Larry's
hours were altered to 20-hrs regular time and 10-hrs of overtime. This was accomplished
for each individual listed on Work Direetiye #4. Additional contract days based on five
days of mainline production loss, which was halved because the five days is crew days as
opposed to contract days.
Work Directive #5-$30,598.15 + 1.5 additional contract days
Hours changed from 40-hrs to 30-hrs throughout work directive based on conyersation
with Tom Soucek.
Work Directive #6-$6,741.10 + 1 additional contract day
Recommend as requested with alterations made to profit application. Work Directive #6
encompassed the better part of two crew days, hence the recommendation of one contract
day.
Work Directive #7-$5,125.63 + Y2 additional contract days
Adjusted numbers to be consistent with all work directiye submittals. Total effect is
approximately one crew day, therefore one half additional contract day recommended.
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Work Directive #8-$1,535.42 + % additional contract days
Talked with James Keener regarding hours. The original time (4.0-hrs +/-) submitted
seems to encompass the entire time to setup the bypass pumping. This work directi ve
simply inyolved the requirement to place the bypass discharge lines bclow grade to allow
traffic to pass if needed. Time was added for one water truck and five steel plates not
originally shown in cost breakdown. No additional compensation will bc recommended
towards this work directive rcgarding Notice # 0118. This work directive had absolutely
nothing to do with bypass pumping out of Main St., only to place lines below grade.
Neither Notice #0018 nor the reply to said notice giyen on September 3,2004 alludes to
oyersized loads byMDOT. Notice # 0018 took placc on August 23,2004 while bypass
requirements came about on August 30, 2004. These two incidents are totally unrelated
and separate. The contractor was not allowed to enter Main 8t. becausc compliance with
the specifications was not being met. Please see response to Notice # 0018 on September
3,2004.
Work Directive #9-$3,208.36 + % additional contract days
Work Directiye #9 was solely for the purpose of exposing and repairing a failing fiber
optic duct bank. The portion relating to the installation ofMH #11 has been denied. This
work directive solely encompasses the fiber optic duct bank repair.
Work Directive #10--$1,763.18 + 0 additional contract days
Work directiye recommended as is with general modifications made as previously stated.
Work Directive #11-$4,208.26 + Y2 additional contract days
All trench boxes and shoring were removed based on the fact that the contractor did not
use the items once out of the work directive scenario and had not been using them prior.
Equipment hour designations were adjusted to reflect the 2.5-hrs of handwork, therefore
equipment hour were adjusted to show 2.5-hrs of standby time o[the 6.5-hrs total. The
exception to this is the CAT 330BL Excavator, it is recognized that the hand dug material
needed remoyal from the trench.
Original Change order No.2 Request Summary:
Subtotal Dollar Amount - $98,023.68
Total additional Working Contract Days -10.5 days
Now using the additional working contract days, minus the weather days, and the
allowable daily job costs, summary sheet attached, we can calculate the job costs
related to the work directives broken down in the attached spread sheets and
summarized above.
8.5 days x $590.88/day = $5,022.48
Total Original Change Order No.2 Amount = $103,046.16
Total Additional Working Contract Days = 10.5 days
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Splitter Structure
ROUSE AVE IMPROVEMENTS
City Of Bozeman
CATE(S): 20-Apr
21-Apr
DESCRIPTION " .... ....:'- .. .. ..,.,:..:....:.....:.:.:.,.u., . ...
Addlt,onal costs for deviations form oriOlnal Sollner Structure
. SUBCONTRACTORS ,.-... .i ..i. ".... .. OTY. UNIT EACH AMOUNT
Acore Charges equal the same as their original Quote. Original Qoute included
a COm drill in the lOp and chipping of the cnannei which they did not perform
...MATERIALS .:. ..,c..'.. OTY. UNIT EACH AMOUNT
36" Casllng, 6" tall, Not replaced I -1 EA $ 487.50 $ (487.50)
Kore N seal Boot-Cannot Retum I 1 EA $ 287.00 $ 287.00
Concrete for coliar at inlet I 2 CY $ 66.60 $ 133.20
...'-.'i'-':.':.:'....,.... . EMPLOYEE NAME '. '......:i... HOURS REG RATE OT HOURS OT RATE AMOUNT
SUPERINTENDENT lARRY POWERS 2.0 $ 39.22 $ 49.97 $ 78.44
FOREMAN MIKE WilSON 5.5 $ 37.25 $ 39.80 $ 204.88
OPERATOR Bill YORK 5.5 $ 30.61 $ 30.80 $ 168.36
OPERATOR RICK NICHOlS 5.5 $ 30.61 $ 39.60 $ 16R.38
lABORER JAY GAROUTTE 5.5 $ 27.03 $ 3!i.21 $ 146.67
lABORER Chicoine for New Channeli 6.0 $ 27.03 $ 35.21 $ 216.24
lABORER ChiDDlne for New Channeli 6.0 $ 27.03 $ 35.21 $ 216.24
.'.i' . ......,.c..-IEQUIPMENT I ... .',., .i':. REG HOURS RATE PER sr ANDBY STANDBY AMOUNT
..,. i.' HOUR HOUR RATE
'..,... ......--:..ti .. .,.> 'f'I/,:,""--:''''''.' EQUIPMENT ON SITE .. . ., ..i i.. ,
E0950 96 CAT 950F loader $ 44.14 22.07 $
E1015 97 Samsuno Excavator 130lC w/buckel $ 43.61 21.81 $
E1020 00 CAT 320BL Excavator $ 62.06 31.03 $
E1031 99 CAT 330Bl Excavator $ 100.62 50.31 $
E1D46 00 Voivo EC460 Excav.,or $ 114.30 S7.15 $
MAU_ TOOLS ETC ...,.,.,',.,'ii'."....
E1718 Alum Manhole Box I $ 6.26 3.13 $
E1720 ISteei Trench Box 8' x 20' $ 10.00 5.00 $
E16D4 I Bedd,na Box 4YO I $ 5.00 2.50 $
T ......
V2061 190 Chevv3/4T, red/while MIKe - $ 11.20 5.60 $
.._u_ ,
TOTAL MATERIALS $ (6730
$ 1.201.17
SUBTOTAL $ 1,133.87
15% Overnead & PrO"1 $ 17006
SUBIUIAL $ 1,303.95
TOTAL SUBCuNTRAI,;TORS, $
5% $
SUBTOTAL $ 1,303.95
TOTAl EQUIPMeNT $
SUBTOTAl $ 1.303.95
1% State Tax $ 1304
L $ 1.316.99
O.B(:,lI/11 Bond $ 11.52
SUBTUTAL $ 1,328.51
4' bypass Pump at COSI $ 150.00
GRAND TOTAL: $ 1,478.51
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Bypass Pumping Modifications @ MH #4
ROUS!; AVE IMPROVEMENTS
City Of Bozeman
OATE(S): 26-l\lay
DESCRIPTION .., .. ...... .>....'.... .. >
Bvoass pumoina had to be ad usted to accommodato relocated Manhole #4
New manhole locatiolil'8Ouired additional labor and parts to enable bvoass DlImniM into mf.lnhol!;!
SUBCONTRACTORS .......,.,.",..---,--- ..." ..... CTY. UNIT EACH AMOUNT
Godwm 1 LS $ 773.25 $ 773.25
...."., A~5 ".. .. .....,...... ---,--...~ CTY. UNIT EACH AMOUNT
12" Pipe I 80 LF $ 1.90 $ 152.00
12" 90 I 2 EA $ 30.00 $ 80.00
12" Fuse Machine I 0.5 DY $ 150.00 $ 7S.00
~, :' <
. ...
EMPLOYEENAA'lE ,> ..,.., HOURS REG RATE OT HOURS OT RATE AMOUNT
... ...,
LABORER JOSH WILSON 5.5 $ 27.03 $ 35.21 $ 148.67
LABORER RYAN PRIVRATSKY 2.5 $ 27.03 $ 3S.21 $ 67.58
I .
...,..il EQUIPMENT I .. ., REG HOURS RATE PER STANDBY STANDBY AMOUNT
.'. .... HOUR flOUR RATE
.."..+ EC UIPMENT ON SITE ..., ..."".. .'i:;O~5(F::. .\.;,.,., ------:::::7
E0540 I 90 ISKYTRAC I 5,50 $ 15.00 7.50 $ 82.50
..,.. TRUCKS ON-S TE "'... .......,..---..-----;:--
V20B1 190 Chevv314T, red/whIte Mike I T S.50 $ 11.20 5.60 $ 61.60
.- r "
ITOTAl MATERIALS, $ 287.00
TOTAL LABOR $ 216.24
SUBTOTAL $ 503.24
15% Overnead & Profil $ 75.49
SUBTOTAL $ 578.73
TOTAL SUBCONTRACTORS. $ 773.2S
5% $ 38.66
UBTOTAL $ 1.390.84
TOTAL C:OUIPMENT $ 144.10
SUBTOTAL $ 1,534_74
11l/a State 1 ax $ 15.35
SUBTOTAL $ 1.550.09
O.l:fltJ%I::Wn(j $ 13.58
GRAND TOTAL: $ 1,563.65
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WORK DIRECTIVE #4
ROUSE': AVE': II\IIPROVE':ME':NTS
City Of Bozeman
DATE':(S): 30-.l>.ug Thl. .h....t Include. all labor from 8/30/04 - 9/2/2004 (E':.cept Barron Parker)
DESCRIPTION .... ...... ...... .... ....
Station 59+70~ Remove and replace storm drain box culvert
SUB 5 .... .... QTY. UNIT EACH AMOUNT
Montana Ready Mix, Dump Truck 4 HR $ 75.00 $ 300.00
TLC Dump Truck 4 HR $ 65.00 $ 260.00
Accrs-Cut tree pas mains (tickat #25670 15 LF $ 30.00 $ 450.00
Acora travel time 0.5 HR $ 7S.00 $ 37.50
I\IIA TERIALS .. .... QTY. UNIT EACH AMOUNT
COB LandOll-Concrete Dlspposal I 6.87 Ton I $ 73.55 I $ 505.29
,
...
.. 'EMPLOYEE NAME .., .., HOURS REG RATE': OT HOURS OT RATE AMOUNT
...
SUPE':RINTENDENT LARRY POWERS 20.0 $ 39.22 10.00 $ 49.97 $ 1.284.10
OPERATOR MARK RADCLIFFE no $ 30.61 6.00 $ 39.60 $ 942.63
OPERATOR RUEBEN SCHOTT 15.0 $ 30.61 5.00 $ 39.80 $ 658,15
OPERATOR DON TEDFORD 13.0 $ 30.61 8.00 $ 39.60 $ 636.73
LABORER SHAD CHRISTE':NSON 16.0 $ 27m 6.00 $ 35.21 $ 643.74
LABORER KIRK STORY 14.0 $ 27.03 5.00 $ 35.21 $ 554.47
ii.. ..,.....:: EQUIPMENT I ..? REG HOURS RATE PER STANDBY STANDBY AMOUNT
,. HOUR HOUR RATE
.......,..... . ..... ...,.
E0938 97 Cat 938F Loader I $ 34.31 8.00 17.15 137.23
E1043 00 LINK-BELT 4300 E':xcavator I $ 88.80 8.00 44.40 355.20
El031 99 CAT 330BL Excavator I $ 100.62 1000 50.31 503.09
........ . ., SMALL TOOLS ETC . ...
E1601 2" Electric Pumo $ 5.15 10.00 2.58 25.7S
E1603 3' Toash Pumn $ 5.08 10.00 3.04 30.40
E1704 Trench ShOrona 8 x 16' steel $ 8.00 10.00 4.00 40.00
E1704 Trench Shorina 4 x 16' steel Stacker $ 4.00 10.00 2.00 20.00
E1707 Steel Trench Box 8' x '0' $ 5.00 10.00 2.50 25.00
E171B Manhole Box $ 6.26 10.00 3.13 31.30
Elno Steel Trench Box 4' x 20' $ 5.00 10.00 2.50 25.00
El722 Steel Trench Box R' x 20' $ 10.00 10.00 5.00 SO.OO
Como Buck tor Link Belt 4300 $ 20.04 10.00 10.02 100.20
E1803 Stihl Demo Saw. Ie.. blades $ 3.85 10.00 1.93 19.25
E1B04 BBddina Box 4 YO $ 5.00 10.00 2.50 25.00
15.' - 30"1 est Balls 2 $ 3.80 20.00 1.90 38.00
E1B13 Toansit $ 1.75 10.00 0.88 8.75
E1814 Abullders Level $ 1.50 10.00 0.75 7.50
4 KW Coieman Geneoator $ 2.00 1000 1.00 10. 00
~1B16 Wacker Gensel 585.00 24.00 $ 1.89 0.95 45.36
EleOO Pumn # 1 KTZ.37L ( 5HP PerMQ 600.00 24.00 $ 1.70 0.85 40.80
E1800 12' 30' Lono well C,slno 20 Per MolFt 2.25 10.00 $ 0.19 0.10 1.90
........,. 'TRUCKS ONoSlrE ........... ... .....,.,....,.... ... ........ <,.'. ......."...,.., ...7 ....
V207:1. I 189 Peterbuilt Dump 1 ruck I $ 36.73 10.001 18.37 183.65
... . RENTAL EQUIPMENT --=
Rl045 I 01 I Cat 345 bcavator $ 115.00 10.00 57.50 575.00
IlnqElrsol Rand Compressor I $ 4.26 10.00 :1..13 21.30
R1899 I 01 14-YD BEDDiNG BOX $ 10.00 10. 00 5.00 50.00
l,l1;;l.ll'<1F! ~\~l; ;'P.~i1.hIMa'3Bi.B:r
ITOT AL $ 505.29
TOTAL LABOR; $ 4,720.02
ISUBTOTAL $ 5.225.31
151l/;DVerhead&-Profit $ 783.80
SUBTOTAL $ 6,009.10
ITOTAL SUBCONTRACTOR:; $ 1,047.50
5% $ 52.38
SUBTOTAl.. $ 7.108.96
ITOTA1.. EQUIPMENT $ 2.36966
SUBTOTAl.. $ 9.478.66
1% State Tax $ 9478
rsrnm:lT" AL $ 9 573.45
O.B75Q/1I Bond $ B3.77
GRAND TOTAL: $ 9,657.22
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WORK DIRECTIVE #4
ROUSE AVE IMPROVEMENTS
City Of Boz.uman
oATE(S): 31.Au9 All labor inclu~B~ on 8/30/04
DESCRIPTION . .. .... ...> ..... ........... ...
StatiDn 59""70~ Remove and reolace storm draIn box culvert
'MA ERIALS ... .. QTY. UNIT I EACH AMOUNT
COB Landfilf.Concrete Dlspposal I 6.S7 Ton I $ 73.55 I $ 50S.29
..
.. .... ..................... EMPLOYEE NAME .. HOURS REGRATE OTHOURS OTRATE AMOUNT
SUPERINTENDENT LARRY POWERS $ 39.22 $ 49.97 I $
OPERATOR MARK RADCLIFFE $ 30.61 $ 39.80 $
LABORER SHAD CHRISTENSON $ 27.03 $ 35.21 $
LABORER BARRON PARKER 7.0 $ 27.03 $ 35.21 $ 189.21
.11
. .>.< .. ..... .........IEQUIPMENT I REG HOURS RATE PER STANDBY STANDBY AMOUNT
. ..................... ....... .. HOUR HOUR RATE
uN SITE..... ..,c.. .>..O:SO.........~ ~
E0938 97 Cat938FI-oad.r $ 34.31 7.00 17.15 120.08
E1043 00 LlNK-BEI-T 4300 I"xcavator $ 88.80 10.00 4440 444.00
E1031 99 CAT 330BI- excavator $ 100.62 10.00 50.31 503.09
MALI- TOOLS ETC.......... .....~
E1601 2" Elaotric Pume $ 5.15 10.00 2.58 25.75
E1603 3"1rash Pume $ 6.08 10.00 3.04 3040
E1704 Trenct' Shonno 8 x 16' ....1 I $ 8.00 10.00 4.00 40.00
E1704 Trench Shonno 4 x 16' stnnl StaCK.r $ 4.00 10.00 2.00 20.00
E1707 St..1 Trench Box 8' x 10' I $ S.OO 10.00 2.50 25.00
E1718 ManhOle Box $ 6.26 10.00 3.13 31.30
01720 Steel Trench Box 4' x 20. $ s.oo 10.00 2.S0 25.00
1"1722 Steel Trench Box 8. x 20. $ 10.00 10.00 5.00 50.00
Como Buck/or Link Belt 4300 $ 20.04 10.00 10.02 100.20
E1803 Stiht Demo Saw -less blades $ 3.85 10.00 1.93 19.25
E1804 Baddlno Box 4 YD $ 5.00 10.00 2.50 25.00
15" - 30" Test Balls 2 $ 3.80 20.00 1.90 38.00
E1813 Transit $ 1.75 10.00 0.88 8.75
E1814 Abuilders Level $ 1.50 10.00 0.75 7.50
4 KW Coleman Generator $ 2.00 10.00 1.00 10.00
E1810 Waoker Genset 585.00 24.00 $ 1.89 0.95 45.36
E1800 Pumo# 1 KTZ.37L 5HP PerMo. 600.00 24.00 $ 1.70 0.85 40.80
E1BOO 12"30'LonqWeItCaslna 20 Per MOIFt 2.25 10.00 $ 0.19 0.10 1.90
RUCKS ON..sr E ;C 7 :;c . .......... . . .. ~
V20n 89 Pateroullt Dump Truck $ 36.73 10.00 18.37 183.6S
: RENTAL EQUIPMENT /. . ;C --:c:
R1045 01 Cat 345 Excavator $ 115.00 10.00 57.50 57S.00
Inoersol Rand Compressor 10.00 $ 4.26 2.13 42.60
ChrpplnqHammer PER DAY 1.00 $ 27.00 13.50 27.00
60# Pavlna Breaker JaCkllammar PER DAY 1.00 $ 57.S7 28.79 57.57
R1899 01 4.YD BEDDING BOX $ 10.00 10.00 5.00 50.00
. '" ~t'i:,4~&r/ii/Jiji.'W.$,:\.Llitl)W4it~;N~f
$ 505.29
TOTAL LABOR $ 189.21
SUBTOTAL $ 694.50
15% Uvemead & Protit $ 104.17
SUBTOTAL $ 798.67
ITOTAL SU S $
5% $
SUBTOTAl- $ 798.67
ITOTAL EQUIPMENT $ 2.547.20
SUBTOTAL $ 3.345.87
1% State Tax $ 33.46
ISUBTOTAL $ 3.379.33
0.875% Bond $ 29.57
GRAND TOTAL: $ 3,408.90
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WORK DIRECTIVE #4
ROUSE AVE IMPROVEMENTS
City Of Bozeman
DATE(S): l-Sep AIII.bor Included on 8/30104
. DESCRIPTION , .'... ...... > .... ... . .....,. .. .....
.. ..,..,. ,.
Station 59+70- Remove and replace storm drain box culvert
.. SUBCONTRACTORS QTY. UNIT EACH AMOUNT
Montana Ready Mix Dump Trucks 6.75 HR $ 75.00 $ S06.25
,,~
..... 1 MATERIALS ,.;.';'."''', > ...... . QTY. UNIT EACH AMOUNT
12" SDR 35 PvC Pipe 84 LF $ 8.84 $ 574.56
3000 PSI Concreta for Collar 3 CY $ 69.00 $ 207.00
COB Landfill~ConcrBte DiSPPosal 0.9 Ton $ 73.55 $ 66.20
iIt~; ..- . t
., "EMPLOYEE NAME .. >.>
HOURS REG RATE OT HOURS OT RATE AMOUNT
..,. ...,....'.,..;,... .. ,.
SUPERINTENDENT LARRY POWERS $ 39.22 $ 49.97 $
OPERATOR MARK RADCLIFFE $ 30.81 $ 39.80 $
OPERATOR RUO'BO'N SCHOTT $ 30.81 $ 39.80 $
OPERATOR DON TEDFORD $ 30.61 $ 39.80 $
LABORER SHAD CHRISTENSON $ 27.03 $ 35.21 $
LABORER KIRK STORY $ 27.03 $ 35.21 $
J!Nj
.....', ;.......,.;...'.....'......;........ ..il EQUIPMENT I........'...............,....,'......';;i> .ii' REG HOURS RATE PER STANDBY STANDBY AMOUNT
HOUR HOUR RATE
UtPMENT ON SITE .....,.,. ,(j,'50}'L" ":'f!~::>,:d::,::!:!,! ...'..;1.,>". ,.........
E0938 97 I Cat 938F Loader $ 34.31 7.00 17.15 120.0B
E1043 00 LINK-BELT 4300 Excavator $ 88.80 7.00 44.40 310.80
E1031 99 eAT 330BL Excavator $ 100.62 7.00 50.311 3S2.16
,'};' MAll , ",...,.. .......,'".,'.,..'
101601 2" Electric Pumo $ 5.15 7.00 2.58 18.03
E1803 3" Tra.h Pump $ 608 7.00 3.04 21.28
0'1704 1 mnch ShorinQ 8 x 16' steel $ 8.00 7.00 4.00 28.00
101704 1 rench ShOrlno 4 X 16' steel Staoker $ 4.00 7.00 2.00 14.00
E1707 Steel Trench Box 8' x 10' I $ 5.00 7.00 2.50 17.50
E1718 Manhole Box $ 6.28 7.00 3.13 21.91
0'1720 Steel TrenCh Box 4' x 20' $ 5.00 7.00 2.50 1750
E1722 I SteellrenCh Box 8' x 20' $ 10.00 7.00 5.00 35.00
Como Buck tor Link BOlt 4300 $ 20.04 7.00 10.02 70.14
E1803 Stihl Demo Saw - less blade' $ 3.85 7.00 1.93 13.48
E1804 Beddino Box 4 YD $ 5.00 7.00 2.50 17.50
15'. - 30' lest Balls 2 $ 3.80 14.00 1.90 26.60
101813 Transit $ 1.75 7.00 0.88 6.13
101814 Abullders Level $ 1.50 7.00 0.75 S.2"
4 KW Coleman Generator $ 2.00 7.00 1.00 7.00
E1816 Wacker Genset 585.00 17.00 $ 1.89 0,95 32.13
E1800 Pumo # 1 KTZ.37L r 5HP Per Mo. 600.00 17.00 $ 1.70 0.85 28.90
E1800 12" 30' Lono Well CaSIno 20 pp.rMofFt 2.25 7.00 $ 0.19 0.10 1.33
.,.. ., .. TRU<;KS uN..,;ITE ... .. .'. .,.""..... ... ...."
V2072 89 Peterbullt Dump i ruck I $ 36.73 7.00 18.37 128.56
RENTAl EQUIPMENT .. ....... .. ....
R1045 01 Cat 345 Excavator $ 115.00 7.00 57.50 402.50
Inoersol Rand Compressor $ 4.26 7.00 2.13 14.91
R1899 I 01 4-YD BEDDING SOX $ 10.00 7.00 5.00 35.00
,~:iM~~(~i~\:'1:,:;< @tbi.lii,i'!l_t,'
$ A47.7o
TOTAL LABOR $
SUBTOTAL $ 847.76
15% Overhead &. Protll $ 127.16
SUBTOTAL $ 974.92
TOTA RS, $ 506.25
S% $ 2t:i.31
SUBTOTAL $ 1,506.46
TOTAl EQUIPMENT $ 1} 45.07
SUBTOTAL $ 3.252.15
1 % State ax $ 32.52
SUBTOTAL $ 3,264.67
0.875% Eland $ 28.74
GRAND TOTAL: $ 3,313.42
.
WORK DIRECTIVE #4
~OUSE AVE IMP~OVEMENTS
City Of Bozern.n
DATE(S): 2-Sep AIII.bor included on 8/30104
DESCRIPTION .... ..... .... ..... ...
Station 59+ 70~ Remove and replace storm drain box culvert
.. SUBCONT~ACTO~S Ory. I UNIT EACH I AMOUNT
Montana Ready Mix Dump lruck 5.5 I HR $ 75.00 I $ 412.50
.MATE~IALS .'. .,... ..... .. .... Qry. UNIT EACH AMOUNT
12" SDR 35 PVC P,pO 84 LF $ 6.84 $ 574.56
3000 PSI Concrete for Collar 3 CY $ 69.00 $ 207.00
COB l.ancHiIl-Concrste Disposal 0.9 Ton $ 73.55 $ 66.20
Asphalt Disposal (602.5 SF x 6" ThiCk) 22.31 Ton $ 10.00 $ 22~.10
.\~ ...
.
...i .... .' EMPLOYEE NAME HOURS ~EG RATE OT HOURS OT RATE AMOUNT
........ ......
SUPERINTENOENT LARRY POWERS $ 39,22 $ 49.97 $
OPERATOR MARK RADCLIFFE $ 30.61 $ 39.80 $
OPERATOR RUEBEN SCHOTT $ 30.61 $ 39.80 $
OPERATOR DON TEDFORD $ 30.61 $ 3960 $
LABORER SHAO CHRISTENSON $ 27.03 $ 3521 $
LABORER KIRI( STORY $ 27.03 $ 35.21 $
'.'j"
EQUIPMENT I REG HOURS RATE PER STANDBY ST ANDElY AMOUNT
HOUR HOUR ~ATE
....... .. EQ N:;IIE .......(};50.... , .............
E093R 97 Cat 938F Loader $ 34.31 S,OO 17.15 85.77
E1043 00 LINK-BELT 4300 Excavator $ 88.80 5.00 44.40 222.00
E1031 99 I CAT 330BL Excavator $ 100.62 5.00 50.31 251.55
................ .... .... SMALL. ....
E1601 2" Eloctric Pum $ S,1S 5.00 2.58 12.86
E160;) 3" Tras" Pump $ 0.08 5.00 3.04 15.20
E1704 Trench Shorlna 8 x 16" steel $ 8.00 5.00 4.00 20.00
E1704 Trench Shonnq 4 x 16' sleel StacKer $ 4.00 5.00 2.00 10. 00
E1707 Steel TrenCh Box B' x 10' $ 5.00 5.00 2.50 12.50
E1716 Manhole 80;': $ 6.26 5.00 3.13 15.65
E1720 Sleel ., renen Box 4' x 20. $ 5.0U 5,00 2,50 12.50
E1722 Sleel1 ronen Box B' x 20' $ 10,OU 5.00 5.00 25.00
Comp ""ck tar Link Belt 4300 $ 20.04 5.00 1002 50.10
E1803 8lthl Damo Saw ~ less blada~ $ 3.65 5.00 1.93 9.63
E1804 Beddlna Box 4 YO $ 5.00 5.00 2.50 12.S0
15" - 30" TO$I Ball' 2 $ 3.BO 10.00 1.90 19.00
E1813 Transil $ 1.75 5.00 0.86 4.38
E1614 Abuilders Level $ 1.50 5.00 0.75 3.75
4 KW Coleman Generator $ 2.00 5,00 1.00 5.00
E1616 Wackl;!r Gensel 585,00 12.00 $ 1M 0.95 22.86
E1800 PumO # 1 KTZ.37L ( 5HP) PerMo. 600.00 12.00 $ 1.70 0.85 2040
E1800 12" 30' Lonq Well CaSlnq 20 Per MolFl 2.25 5.00 $ 0.19 0.10 0.9S
..... rRUCKS ON-linE ......,... , .... ....... ........... ..
V2072 69 Pelerbuilf Durno Truck $ 36.73 5,00 1B.37 91.B3
RENTAL EQUIPMENT ........,. ... .. ..... ..
R1045 I 01 Cat 345 Excavator I $ 115.00 5.00 57.501 287.50
Inaersol Rand Compressor I $ 4.26 I 5.00 2.13 10.60
R1699 01 4-YO BEDDING BOX $ 10.00 S,OO 5.00 25.0U
i,; , ~'<' ,~\~jJ~~~ltl~i;:~~, _ -,;
$ 1,070.B6
TU I AL LABOR $
ISUBTOTAL $ 1,070.8&
15% Overnead & Proht $ 160.63
ISUBTOTAL $ 1.Z31.48
TOTALSUBCONTRA~IVR~. $ 412.5U
5% $ 20.63
I SUBTOTAL $ 1,684.81
ITOTAL EQUIPMENl $ 1,24640
SUIlTOTAL $ 2.911.00
1% State Tax $ 29.11
SUBlu,AL $ 2,940.11
0.B15% "ond $ 25.73
GRAND TOTAL: $ 2,965.84
. ,
WORK DIRECTIVE #4
ROUSE A\If; IMPROVEMENTS
City Of Bo%oman
DATE(S): 22-Sep
DESCRIPTION
Station 59+70- Remove and replace storm drain box culvert
o ONTRAC ORS AMOUNT
Montana Ready Mix Dump Trucks $ 412.50
TLC Dump Truck $ 357.50
.. MATERIALS CTY. UNIT EACH AMOUNT
12" SDR 35 PVC Pipe 84 LF $ 8.84 $ 574.56
Bedding Gravel 15 CY $ 9.00 $ 135.00
12H Repair Coupling 2 EA $ 16.59 $ 33.18
5 Sac Concrete 2 CY $ 77.00 $ 115.50
5 Sac Concrete (9123/04) 1 CY $ 77.00 $ 77. 00
Asphalt Plaoement and Prep. 602.5 SF $ 150 $ 903.75
COB Landoll- Ticket #262088 4.07 Ton $ 73.55 $ 290.35
COB Landoll- Ticket #262066 2.81 Ton $ 74.55 $ 209.49
COB Landfill-Ticket #262040 0.62 Ton $ 75.55 $ 61.95
COB Landfill-Ticket #26204 I 1.24 Ton $ 76.55 $ 94.92
~_'~,~d~:'JJ;.c;1l.~1~ ;!\~)::J~~~;(;r01:"0:Z2:~~\lMN'f~~tgi~llg
NAME HOURS REG RATE OT HOURS OT RATE AMOUNT
LARRY POWERS 5.5 39.22 $ 49.97 $ 215.71
MARK RADCLIFFE 5,5 30.61 $ 39.80 $ 168.36
RUEBEN SCHOn 30.61 $ 39.80 $ 168.36
DON TEDFORD 30.61 $ 39.80 $ 183.66
SHAD CHRISTENSON 27.03 $ 35.21 $ 162.18
RYAN PRIVATSKY 27.03 $ 35.21 $ 27.03
KIRK STORY 27.03 $ 35.21 $ 148.87
RATE PER 5T ANDOY 5T ANDBY AMOUNT
HOUR HOUR RATE
STE
Cat 938F Loader 5.50 $ 34.31 17.15 188.89
Samsun Excavator 130LC wi bucket $ 43.61 5.50 21.81 119.93
L1NK.BEL T 4300 Excavator 5.50 $ 88.80 44.40 488.40
CAT 330BL Excavator 5.50 $ 100.62 50.31 553.40
L
1"1601 2" Electric Pum $ 5.15 5.50 2.58 14.16
E1603 3' Trash Pum $ 6.08 5.50 304 10.72
E1704 Trench Shorln 8 x 16' steel $ 8.00 5.50 4.00 22.00
E1704 Trench Shorin 4 x 16' steal Stacker $ 4.00 5.50 2.00 11.00
E1707 Steel TrenCh Box 8' x 10' $ 5.00 5.50 2.50 13.75
E171~ Manhole Box $ 6.26 5.50 3.13 17.22
1"1720 Steelhenotl Box 41 x 20' $ 5.00 5.50 2.50 1375
1"1722 Steel TrenCh Box B' J( 20' $ 10. 00 5.50 5,00 27.50
Com BUCk tor Unk Belt 4300 $ 20.04 5.50 1002 S5.11
1"1803 Stlhl Demo Saw. less blMes $ 3.85 5.50 1.93 10.S9
E1804 Beddln Box 4 YD $ 5.00 5.50 2.50 13.75
E1813 Transit $ 1.75 5.50 0.88 4.81
E1814 Abuilders Level $ 1.50 5.50 0.75 4.13
4 KW COleman Generator $ 2.00 5.50 1.00 5.50
E
V20n 89 Pewouilt Du Truck 18.37 0.00
RENT At. EQUIPMENT
R1899 01 4- YD BEDDING BOX 5.00 0.00
s: 2.504.70
s: 1.073.96
$ 3,578.65
$ 530.80
$ 4,115.45
$ 770.00
" 38.50
$ 4,923.95
$ 1,58041
$ 6,504.36
" 65.04
$ 6.569.40
$ 5748
GRAND TOTAL: $ 6,626.88
) ,
WORK DIRECTIVE #5
ROUS~ AVE IMPROVEMENTS
City Of Bozeman
DATE(S): l-Sep
10-Sep
.... .... .. DESCRIPTION .... .... .. .... ....,.....................
INSTALL 24" SANITARY SEWER TRUNK MAIN SOUTH OF THE INTERSECTIN OF ROUSE AVE AND PEACH AVE ALONG A 4" GAS MAIN
THAT IS IN A LOCATION NOT SHOWN ON THE PLANS AND IS ENCROACHING THE TRENCH EXCAVATION.
-3 DAYS ADDITONAL LABOR & EQUIPMENT TIM~ TO INSTALL AS D1RECTEO
..... SUBCONTRACTORS . . . QTY. UNIT EACH AMOUNT
..
MRM Dumptruck I 30 HR $ 75.00 $ 2.250.00
TLC Dumptruck 30 HR $ 65.00 $ 1,950.00
MATERIALS QTY. UNIT EACH AMOUNT
Asphalt Disposal 22 I Ton $ 10.00 $ 220.00
Asphalt Replacement & Preparation 3000 I SF $ 1.50 $ 4.500.00
. gi'
~
..... EMPLOYEE NAME
HOURS REG RATE OT HOURS OT RATE AMOUNT
..,.'.
SUPERINTENDENT LARRY POWERS 30.0 $ 39.22 $ 49.97 $ 1.176.60
OPERATOR MARK RADCLIFFE 30.0 $ 30.61 $ 39.BO $ 918.30
OPERATOR RUEBEN SCHOTT 30.0 $ 30.61 $ 39.BO $ 91B.30
OPERATOR IRVIN ANDERSON 2.0 $ 30.Bl $ 39.80 $ Bl.22
OPERATOR DON TEDFORD 30.0 $ 30.61 $ 39.80 $ 91B.30
LABORER SHAD CHRISTENSON 30.0 $ 27.03 $ 35.21 $ 810.90
LABORER RYAN PRIVRATSKY 5.0 $ 27.03 $ 3S.21 $ 135.15
LABORER KIRK STORY 30.0 $ 27.03 $ 3S.21 $ 810.90
....,...~ ..,., EQUIPMENT I . ... REG HOURS RATE PER $T ANDBY $T ANDBY AMOUNT
........,.. ..... HOUR HOUR RATE
.. "EQUIPMENT ON SITE . .... ....... :'."0;50 .....
El060 96 Cat 160H MOlor Groder 2.00 $ 57.84 2B.92 115.B9
E093B 97 Cat 938F LaMer 30.00 $ 34.31 17.15 1029.24
E1015 97 Samsuno Excavator 130LC w/buckel 30.00 $ 43.61 21.81 130B.35
E1043 00 LINK-BELT 4300 Excavator 30.00 $ BB.BO 44.40 2664.01
E1031 98 CAT 330BL Excavator 1.00 $ 100.62 50.31 100.62
.:" MALL TOOLS ETC ...... ...,.......
E1601 2" Electnc Pump 30.00 $ 5.15 2.58 154.50
E1603 3" Trash Pump $ 6.0B 30.00 304 91.20
E1704 Trench ShOrono 8 x 16. steel $ 8.00 30.00 4.00 120.00
E1704 Trench Snorono 4 x 16' steel StaCker $ 4.00 30.00 2.00 60.00
1"1708 Trench SPEED ShOrinG 6' x 8" steel $ 6.26 30.00 3.13 93.90
E1720 Steel Trench Box 4'x20. $ 10.00 30.00 5.00 150.00
E1722 Steel lrElnch Box 8' x 20' $ 14.00 30.00 7.00 210.00
Como Buck for Link Belt 4300 30.0U $ 20.04 10.02 601.20
E1B03 Stlhl Demo Saw. less blades 30.00 $ 3.65 193 115.50
E1804 Beddlno Box 4 YD 30.00 $ 5.00 2,50 150.00
15" - 30" Test Balls 2 30.00 $ 3.66 1.83 109.80
E1813 Tronsil 30.00 $ 3.00 1.50 9000
E1814 Abuilders Level 30.00 $ 2.00 1.00 6U.00
E1616 Wacker Gensel 585.00 72.00 $ 3.44 1.72 247.78
E1800 Pump # 1 KTZ-37L 5HP PerMo. 600.00 72.00 $ 3.53 1.76 254.12
E1BOO Pump # 2 KTZ-37L 7HP PerMo. 600.00 72.00 $ 3.53 1.76 254.12
E1800 12" 30' Lonq Wall Casinq 20 Par MoIFt 2.25 30.00 $ 1.26 0.64 38.35
E1BOa 6/4 electric cord wi "otails 100 Par MolFI 0.60 30.00 $ 0.34 0.17 10.23
.... RUCKS ON-SITE ..,......,.. ..., "'. ........ ..
V2000 International Flatbed 30.00 $ 22.99 11.50 669.70
V2072 89 Peterbullt Duma Truck 30.00 $ 36.73 18.37 1101.90
'RENT AI.. EQUIPMENT ......
R1045 01 I Cat 345 Excavator 30.00 $ 115.00 57.50 3450.00
lingersol Rand Compre.sat 30.00 $ 4.26 I 2.13 127. 80
R1899 01 14-YD BEDDING BOX 30.00 $ 10.00 5.00 30000
',I .1tK<_i~~i~~~_:1r\~,~7i';.:
$ 4.72U.00
roTAL LABOR $ 5,749.67
:;U.OI U I AL $ 10,489.87
15%\ Uverhead & ProfIt $ 1.570.45
SUBTOTAL $ 12,040.12
TOTAL SUBCONTRACTOR~. $ 4,200.0(1
5% $ 210.00
SUBTOTAL $ 16,450.12
TuTAL "UUI~M"NI' $ 13.582.29
SUBTUTAL $ 30,032.41
, '%1 State Tax $ 300.32
SUBTOTAL $ 30.332.74
u.~r5% Bond $ 26541
GRAND TOTAL: $ 30,598.15
. ,
WORK DIRECTIVE #6
ROUSE AVE IMPROVEMENTS
City Of Bozeman
DATE(S): 5-Au9
6-Aug
OESCRIPTION .. ..,' .' ...
Storm draIn at aooroximatelv 214 N. Rouse c:ollaosed for SO feet and had to be reDlaced with 3D" stesl culvert
Exposed oollansed area and cleaned ou\, installed I'TIatal culvert and slurried. Pulled rina. cover and cone
section of Lamf'TNild manhole after sluliV setup,
.... . MA "ERIAl.S .. ... ... QTY. UNIT EACH AMOUNT
30" x 20" steal culvert 2 EA $ 422.04 $ 844.08
30" x 10" steel culvert 1 lOA $ 211.02 $ 211.02
16 gauge bands 2 EA $ 42.21 $ 84.42
City of Bozeman Landfill 6.87 TON $ 73.55 $ 505.29
Flowdble Fill (Item #245-Paid as unit Qnty.) 11 CY $ - NIC
".
---- ..
.......< EMPLOYEE NAME ., HOURS REG RATE OT HOURS OT RATE AMOUNT
SUPERINTENDENT JAMES KEENER 10.5 $ 39.22 $ 49.97 $ 411.81
OPERATOR DARREN HELLMAN 7.0 $ 30.61 $ 39.60 $ 214.27
OPERATOR SCOTT SCHEFFLER 7.0 $ 30.61 $ 39.80 $ 214.27
OPERATOR BILL YORK 3.5 $ 30.61 $ 39.80 $ 107.14
LABORER CHRIS EDMUNDS 8.5 $ 27.Q3 $ 35,21 $ 229.76
LABORER BLAKE STULC 8.5 $ 27.03 $ 35.21 $ 229.76
. ... ....;...?I EQUIPMENT W- ....,... REG HOURS RATE PER STANDBY STANDBY
....... .. HOUR HOUR RATE AMOUNT
. "QUIt'M"N I ON SITE .. .......,.t'C.;.c'....y :,;,'.;f!Oj80'!i::~,i/;' .... .
E0905 96 CAT 950F Loader $ 44.14 7.00 22.07 154.49
E1015 97 Samsuna Excavator 130LC w/buCket 6.00 $ 43.61 21.61 261.86
E1020 97 CAT 320BL ExcavalOr 1.00 $ 62.06 8.50 31.03 325.82
.,1046 00 Volvo EC460 Excavator $ 114.30 8.50 57.15 542.93
" ..........'.....!... >;MALL .. . .... .. ....,.......
.,1720 Ste.l1rench Box 4'x24. $ 10.00 9.50 5.00 47.50
E1722 Steel Trench Box e' x 20' $ 14.00 9.50 7.00 66.50
E1802 Como BuCk tor CAT 320 100 $ 20.04 8.50 10.02 10S.21
E1804 Beadina Box 4 YO $ 5.00 9.50 2,50 23.75
lransit $ 1.75 7.00 0.88 6.13
Autolevel $ 1.50 7.00 0.75 5.25
Trinod $ 0.40 7.00 0.20 1.40
Coleman Pooermate $ 2.00 9.50 1.00 9.50
15" - 30" Test Balls 2 $ 7.60 9.50 3.80 36.10
......... .. ... ........ .......
V2008 I International Flatbed 2.00 $ 22.90 11.50 45.9B
V2075 99 Fr.lahUlne, Dumntruck 1$ 42.48 3.50 21.24 74.34
RENTAL EQUIPMENT .........
I I Concrete Vibrator Per 0", 1.00 $ 50.00 25.00 SO.OO
I inoersol Rand Compressor $ 4.26 9.50 2.13 20.24
Bypass pumping equipment (see cost break down) Per Day 1.00 $ 206.70 0.00 103.35 206.70
,WI_Mill",,;,,! .i4&"Will'i!l_S'
TOTAL MATERIALS $ 1.644.81
TOTAL LABOR $ 1,407.00
ISUBTOTAL $ 3.051.80
15% Overnead & Profit $ 457.77
sullTDTAL $ 3,509.57
OTAl. SUB RS
5% $
!SUBTOTAL $ 3.509,57
TOTAl. EQUIPMEN; $ 1.983,48
[SUBTOTAL $ 5.493.05
1'1OState Tax $ 54.93
SUBTOTAL $ 5,547.98
0.875% Band $ 48.54
GRAND TOTAL: $ 5,596.53
. ,
WORK DIRECTIVE #6
ROUSE AVE IMPROVEMENTS
City Of Bozeman
DATErS): 27 -Sep
.. . DESCRIPTION .......... ....... ... . .... ... ..... .... ...... ..
Storm dram COIla.pse while reconnectino sew@r service at l'itation 72+32. Repair per Tim BurVs direction
. MATERIAl-S ....... .... ............... QTY. UNIT EACH AMOUNT
24" F67e PVC PlpO 14 LF $ 16.04 $ 224.58
Con-So.1 (Ram-Nok) 3 Roll $ 10.00 $ 30.00
Asphalt Replacement & PreparatIon (14' x 5') 70 SF $ 1.50 $ 105.00
Flowable Fill (Ilam #245-Paid as unil onlY.) 3.5 CY $ N/C
...
... .<i<.<" EMPLOYEE NAME .
HOURS REG RATE OT HOURS OT RATE AMOUNT
...... ......
SUPERINTENDENT JAMES KEENER 4.5 $ 39.22 $ 49.97 $ 17649
SUPERINTENDENT JAMES KEENER $ 39.22 $ 49.97 $
OPERATOR DARREN HELLMAN 4.0 $ 30.61 $ 39.80 $ 12244
OPERATOR MIKE FREEMAN (Mob KUbOla 1.5 $ 30.61 $ 39.80 $ 45.92
OPERATOR 81LL YORK 2.5 $ 30.61 $ 39.80 $ 76.53
LABORER TREBOR SHEHAN 1.0 $ 27.03 $ 35.21 $ 27.03
.
Ii.... ..1 EQUIPMENT I REG HOURS RATE PER STANDBY STANDBY AMOUNT
HOUR HOUR RATE
...,...;..." EQUIPMcN I UN ", E ....... .... ...... '.'0i50 ..............,-... ....
E1020 97 I CAT 320BL Excavator 1.50 $ 62.06 49.65 93.09
E1012 02 IKubO'" KX 121.3 4.00 $ 14.22 2.00 7.11 71.10
................ ....SMALL TOOLS ETC ........... ... ..... ...... ..... .... ..... ......
E1B02 I Comp Buck for CAT 320 1.50 $ 20.04 10.02 30.06
...... ............... TRUCKS ON-SITE .......,- ...... ..... .... ....... .,.,.
V20B1 190 Chevv3/4T. red/white Darren $ 11.20 5.60 0.00
V2085 193 Ford 1 ~ton crew Dink $ 11.20 5.60 0.00
lui"AL MAlcKIAL~. $ 359.56
luTALLABuK $ 44840
SUBTOTAL $ 807.96
1 ~% uvernead I> I-'ron' $ 121.18
SUBTOTAL S 929.15
TOTAlSUBCONTRACTOps. $
5(1/~ $
:;UllIUIA~ $ 929.15
TuTAL c,"UIPMcNT $ 194.25
SUBTUTAL $ 1.123.40
(I ::itate ax $ 11.23
SUBTOTAL $ 1,134.64
U."I~% "ond $ 8.93
GRAND TOTAL: $ 1,144.57
,
WORK DIRECTIVE #7
ROUSE AVE IMPROVEMENTS
City Of Bo..man
DATE(S): 10-Aug
.. DESCRIPTION ........ ...... . .... .. >....................... ..... . .... ,. .'.
StrlDDed 4'1 waterline at station 75+00 back to main Der COS's direCtion
. EMPLOYEE NAME .... ... HOURS REG RATE OT HOURS OT RATE AMOUNT
.. ....
SUPERINTENDENT JAMES KEENER 4.5 $ 39.22 $ 49.97 $ 17649
OPERATOR DARREN HELLMAN 4.5 $ 3081 $ 3980 $ 137.75
OPERATOR SCOTT SCHEFFlER 4.5 $ 30.51 $ 39.80 $ 137.75
OPERATOR BILL YORK 4.5 $ 30.61 $ 39.80 $ 137.75
lABORER CHRIS EDMUNDS 4.5 $ 27.0~< $ 35.21 $ 121.64
LABORER BLAKE STULC 4.5 $ 27.Q3 $ 35.21 $ 121.64
0"
I.. .......... ...... ." ... .. ................. .. ...1 EQUIPMENT I .. RATE PER STANDBY STANDBY
.... ......... REG HOURS HOUR HOUR RATE AMOUNT
.......
T ON SITE ... ... ..... "0,50
E0905 96 CAT 950F laMer 3.00 $ 44.14 1.50 22-07 165.53
E1020 97 CAT 330Bl Excavator 3.00 $ 62.06 1.50 31.03 232.73
E1046 DO Volvo EC460 bcavator 3.00 $ 114.30 1.50 57.15 428.63
lS ETC .. ...... . ........... ..
E1601 2R Electric Pumo $ 5.15 4.50 2.58 11.59
E1720 Steel Trench Box 4'x24. 4.50 $ 10.00 5.00 4500
E1722 Steel Trench Box 8' x 24. 4.50 $ 14.00 7.00 63.00
E1802 Camp Buck for CAT 320 3.00 $ 20.04 1.50 10.02 75.15
E1803 $tihl Demo Saw ~ lass blades $ 3.85 4.50 1.93 8.66
E1804 Beadlno Box 4YD $ S.OO 4.50 2.50 11.25
Transit $ 1.75 4.50 0.88 3.94
Autolevel $ 1.50 4.50 o 7S 3.38
Topon $ 0.40 4.50 0.20 0.90
Coleman Powermate $ 2.00 4.S0 1.00 450
15"-30' Test Ball 2 $ 7.60 4.50 3.80 17.10
.. TRUCK:; UN-<;II to ... ..>........... ... ........ ...............
V2048 99 Frelothlmer Dump Truck 3.00 I $ 42.48 I 1501 21.24 159.30
RENTAL EQUIPMENT ... .......
1 Ilngersol Rand Compressor 1$ 4.26 4501 2.13 9.59
Bvpass pum Ino equipment Isee cost breakdown) Per Day 0.50 $ 206.70 I 103.3SI 103.35
,,~..., ,
TOTAL MATERIALS. $
TOTAL LABOR $ 833.00
SUBTOTAL $ 833.00
15"/0 OVBrilead & Pro 1\ $ 124.95
SUBTOTAL $ 957.94
OTAL SUBCONTRACTORS $
5% $
SUBTOTAL $ 957.94
TOl AL EQUIPMENT $ 1,343.57
SUBTOTAL $ 2.301.52
1(.1/0 State Tax $ 23.02
SUBTUTAL $ 2.324.53
O.B75Vo Bond $ 20.34
GRAND TOTAL: $ 2,344.87
. .
WORK DIRECTIVE #7
ROUSE AVE IMPROVEMENTS
City Of Boz&"",n
DATE(S): ll-Aug
"( DESCRIPTION , .... ......,..
.... .. ...
While rAmovina waterline cut 4")(6" cross Ollt and discovered a bell when we were cleanlno out for sleeve5. Cut bell out and cleared out.
Found a solid sleeve lead ioint. John Alston asked that it bo removed while cuttlnQ Pipe. Addttional excavation on IT''Iain to cuI out sleeve
Installed 2 meQaluos and solid sleeves (supplied bv city) and , 7' PIOCO at ductilo W1Op.
.. ,...... ..... .. EMPLOYEE NAME .. .
,., "( . ., ... HOURS REG RATE OT HOURS OT RATE AMOUNT
SUPERINTENDENT JAMES KEENER 6.0 $ 39.22 $ 49.97 $ 235.32
OPERATOR DARREN HELLMAN 5.5 $ 30.61 $ 39.80 $ 188.36
OPERATOR SCOTT SCHEFFLER 5.5 $ 30.61 $ 39.60 $ 188.38
OPERATOR BILL YORK 6.0 $ 30.81 $ 39.80 $ 163.66
LABORER CHRIS EDMUNDS 5.5 $ 27.03 $ 3S.21 $ 148.67
LABORER BLAKE STULC 5.5 $ 27.03 $ 35.21 $ 148.67
I. .... .".,.,..,.. ...........<1 EQUIPMENT Ii.. . .......,.,.................'.'<.. REG HOURS RATE PER STANDaY STANDBY AMOUNT
HOUR HOUR RATE
v.""',, ..>40\sO.". >" , ......,." .
E0905 96 CAT 950F LoMer $ 44.14 5.50 22.07 121.39
E1020 97 CAT 330aL Excavator $ 82.06 5.50 31.03 170.67
El046 I 00 IVolvo EC460 Excavator 5.50 $ 114.30 57.15 628.6S
TOOLS ETe ,.....[.... .... ,... ., . ... ..,...,."...
E1601 2" Eiectric Pump $ 5.15 5.50 2.58 14.16
El720 Steel Trench Box 4'x24' 5.50 $ 10.00 5.00 S5.00
E1722 Steel irenCh Bo)( 8' x 241 5.50 $ 14.00 7.00 77.00
E1802 Como BUCK for CAT 320 $ 2004 5.50 10.02 55.11
E1803 Sllbl Demo Saw - less blade, $ 3.85 5.50 1.93 10.59
E1804 Beddlna Box 4 YO $ 5.00 5.50 2.50 13.75
TranSit $ 1.75 5.50 0.88 4.81
Autolevel $ 1.50 5.50 0.75 4.13
TnDod $ 0.40 5.50 0.20 1.10
Coleman Poweromte $ 2.00 5.50 1.00 5.50
15"-30" Test Ball 12 $ 7.60 5,50 3.80 20.90
:ON-SITE .......,.,... ...... .. ..'?.........>,..>,....> . ~~ ~ . ............,
V2081 90 Chevv314T, red/while Darren $ 11.20 5.50 5.00 30.80
V2085 193 Ford 1-ton crew Din' $ 11.20 5.50 5.60 30.80
V2088 101 Ford 1-ton 4x4 Oln' $ 11.20 5.50 5.80 30.60
V2048 199 Freiothhner Dump True' 5.50 $ 42.48 21.24 233.84
.... RENTAL EQUIPMENT .... ..( , . ..... .. . .
llnpersol Rand Compressor $ 4281 4.50 2.13 9.59
$'.'
$
$ 1,053.02
SUBTOTAL $ 1.053.02
15% Overhead & Profit $ 157.95
suaTOTAL $ 1.210.97
I "-"'-'I UK". $
% $
SUBTOTAL $ 1,210.97
$ 1.518.37
UBTOTAL $ 2.729.35
1 % Stale ax $ 27.29
UBTOTAL $ 2,756.64
V.Blb% Bond $ 7.4.12
GRAND TOTAL: $ 2,780.76
,
WORK DIRECTIVE #8
ROUSE AVE IMPROVEM!:NTS
City Of Bozeman
DATE(S): 31-Aug
. ...... D!:SCRIPTIDN ..
Bvoa55 Pumolno 5eluo and lrafflc control al Main 51"'.1
. SUBCONTRACTORS . .. .. CTY. UNIT EACH AMOUNT
BillIngs Construction Supply (BCS) 6.5 HR $ 29.7S $ 193.38
Message Board Rent (BCS) 0.5 Day $ 170.00 $ 85.00
.,~ S..
.. MATERIALS OTY. UNIT EACH AMOUNT
Asphail Prep for Bypass trench 100 SF $ 0.50 $ 50.00
AspMlt 100 SF $ 1.00 $ 100.00
Road Mix 3.7 CY $ 8.00 $ 29.60
~ . ,:'>i, ...
EMPLOYEE NAME .
HOURS REG RATE OT HOURS OT RATE AMOUNT
....
SUPERINTENDENT JAMES KEENER 1.5 $ 39.22 $ 49.97 $ 58.83
OPERATOR DARREN HEl-lMAN 1.5 $ 30.61 $ 39.80 $ 45.92
OPERATOR SCOTT SCHEFFl-ER 1.5 $ 30.61 $ 39.80 $ 45.92
OPERATOR BIl-l- YORK 1.5 $ 30.61 $ 39.80 $ 45.92
LABORER BLAKE STULC 1.5 $ 27.0:J $ 35.21 $ 40.55
LABORER KIRK STORY 1,5 $ 27.Q3 $ 35.21 $ 40.55
LABORER Ray Hedglin 6.5 $ 27.Q3 $ 35_21 $ 175.70
.., EQUIPMENT I REG HOURS RATE PER STANDBY STANDBY AMOUNT
... HOUR HOUR RATE
..c.> .. EQUIPMENT ON SITE . .... .... . :,:0-;50 ..""...............
E0905 91. Cat 950F l-o.der 1.50 $ 44.14 22.07 66.21
El020 97 CAT 320BL Excavator 1.50 $ 02.00 31.03 93.09
E1046 OU Volvo EC460 Excavator $ 114.30 1.50 57.15 85.73
I....... . SMALL TOOLS ETC ...,...... ..... . ..... ..." .... .'. "
E1601 2" ElectriC Pum $ 5.15 1.50 2.58 3.86
E1720 Steel Trench Box 4'x24' $ 10. 00 I '.50 5.00 7.50
E1722 Steel Trench Box 8' x 24' $ 14.00 1.50 7.00 10.50
E1802 Como Buck for CAT 320 $ 20.04 1.50 10.02 '503
E1803 Stihl Demo Saw - less blades $ 3.85 1.50 1.93 2.89
E1804 Beddina Box 4 YO $ 5.00 1.50 2.50 3.75
Transit $ 3.00 1.50 1.50 2.25
Autolavgl $ 2.00 1.50 1.00 1.50
Coleman Powsrmate $ 2.00 1.50 1.00 1.S0
, 5"-30" Test Ball 2 $ 7.32 3.00 3.88 10.9S
Steel Plates 5 \ $ '9.25 B.OO 9.63 77.00
... TRUCKS ON-SITE '.. ....... ... ....... .... .... ....,.,....., .. ... ...- . .......
Water Truck I 1.50 $ 46.66 I 23.33 69.99
V2075 I I 99 Frel htlone, Dum) TrUCk I $ 4248 1.50 2'.24 31.85
. RENTAl- EQUIPMENT .. .. ..
j InpF!rsol Rand Comoressor I $ 4.26 1.50 2.13 3.20
J\~!lWNl,i\\l1"I)ll a3'
. I UI ALMA 1 ~HIAl-~,_ $ 179.60
$ 453.36
SUBTOTAL $ 632.96
1 b% Uverhead & >-,ro 11 $ 94.~4
SUBTOTAL $ 727.90
$ 278.36
, , $ 13.82
SUBTOTAL $ 1.020.20
l'UIAl. $ 480.83
SUBTOTAl- $ 1,507.03
Vo .:::itate ax $ 15.07
Utl'UIAl- $ 1.522.10
I u.tit ~% "ana $ 13.3<
GRAND TOTAL: $ 1,535.42
. .
WORK DIRECTIVE #9
ROUS~ AV~ IMPROVEM~NTS
City 01 Bozeman
DATE(S): 12.Jul
..... DESCRIPTION. ..... .....; ..... . ... ... . ......;.
Crew shutdown for repair of concrete fiber duct bank
,'..' SUBCONTRACTORS ...... .. ....... ... cTY. UNIT EACH AMOUNT
cwesl $
,... jl..'~ ~m/ii<
" MATERIALS cTY. UNIT ~ACH AMOUNT
Bypass pumping tor 24 hours 2 HR $ 152.08 $ 304.16
Asphall PreparatIon 0 SF $ 1.50 $
Asphalt 0 SF $ 2.50 $
Roan Mix 0 CY $ 3.50 $
.\l'WK . ,
\>i EMPLOYEE NAME .......; HOURS REG RATE OT HOURS OT RATE AMOUNT
SUPERINT~ND~NT JAMES KEENER 3.0 $ 39.22 $ 49.97 $ 117.66
OPERATOR OARR~N HELLMAN 3.0 $ 30.61 $ 39.9U $ 91.83
OPERATOR SCOTT SCHEFFLER 3.0 $ 30.61 $ 39.80 $ 91.83
LABORER JAY GAROUTTE 3.0 $ 27.03 $ 35.21 $ 81.09
LABORER CHRIS EDMUNDS 3.0 $ 27.03 $ 35.21 $ 81.09
..< .... ... EQUIPMENT... ...i...;.i; REG HOURS RATE PER STANDBY STANDBY AMOUNT
...... ... ... I'.. ... .... HOUR HOUR RATE
.....;.;i..... ; EQUIPMENT ON SITE ..... .... ... ..... ....;10:50.....;.; ........
E0905 96 Cat 950F LOader 2.00 $ 44.14 1.00 22.07 110.35
E1020 97 CAT 320Bl Excavator 2.00 $ 62.06 1.00 31.03 155.15
MALL TOOLS ETC..... .. <...ii' ...... ... .........i.:.~
E1601 2'ElectrocPumD 3.00 $ 5.15 2.58 1545
E1602 2"ElectrocPumD 3.00 $ 5.1S 2.58 15.45
E1716 Alum Manhole BDX 3.00 $ 6.26 3.13 18.78
E1720 Steel Trench Box 4'x24' 3.00 $ 10.00 5.00 30.00
E1722 Steel TrenCh Box 8'x24' 3.00 $ 14.00 7.00 42.00
E1803 Stlhl DemaSaw-less blades $ 3.85 3.00 1.93 5.78
E1804 Beddlno Box 4 YD $ 5.00 3.00 2.50 7.50
Transit $ 1.75 3.00 0.88 2.83
AUlolevel $ 1.50 3.00 0.75 2.25
Troood $ 0.40 3.00 0.20 0.80
Coleman Powermale $ 2.00 3.00 1.00 3.00
15"-30'TesIBall 2 $ 7.60 3.00 3.80 '1.40
E1816 F.G. Wilson Gensel $ 6.00 11.00 3.00 33.00
...... . .......; ....;..-:-:TRUCKS ON-SITE ....-:- . ..... .............. ............:
V2085 93 Ford Hon crew Dink $ 11.20 3.00 5.60 16.80
V2088 101 Ford 1.lon 4x4 Dink $ 11.20 3.00 5.80 16.80
V204B 99 Frelolhhner Dump Truck 2.00 $ 42.48 1.00 21.24 106.20
RENTAl.. EQUIPMENT. ..
!inpersol Rand Com ressor $ 4.26 3.00 2.13 6.39
Komalsu 400LC 2.00 $ 114.30 1.00 57.15 285.75
.~k-'*~~N1if~~{
" $ :104.1"
,TOTA _AiOUK. $ 483.50
,SUBTOTAL $ 767.66
t)li/O Uverrlead 6. I-'ro It $ 118.15
iSUBTOTAl $ 882.81
ilL $
,'~ $
SUBTOT AL $ 862.61
IIU $ 885.27
SUBTOTAL $ 1,788.06
,,::itate ax $ 17.68
SUBTOTAl.. $ 1,785.76
0."'0% "end $ 15.63
GRAND TOTAL: $ 1,801.39
, .
WORK DIRECTIVE #9
ROUSE AVE IMPROVEMENTS
City Of Boum,n
DATErS): 13..Jul
.... , DESCRIPTION .., .,'........
Notice # 0016 - Had to wait on Owest to jackhammer duct bank, thay tinishad at 1 :30. Transition back to site: out of seauence work, hne un trur:ks €ltc,
EMPLOYEE NAME .... OT RATE
HOURS REG RATE OT HOURS AMOUNT
SUPERINTENDENT JAMES KEENER 1.5 $ 39.22 $ 49.97 $ 58.83
OPERATOR DARREN HELLMAN 1.5 $ 30.61 $ 39.80 $ 45.92
OPERATOR SCOTT SCHEFFLER 1.5 $ 30.61 $ 39.80 $ 45.92
LABORER .JAY GAROUTTE 1.5 $ 27.03 $ 35.21 $ 40.55
LABORER CHRIS EDMUNDS 2.~ $ 27.03 $ 35.21 $ 67.58
r&.7ff
....'.,., . .,.,.1 EQUIPMENT I REG HOURS RATE PER STANDBY STANDBY AMOUNT
......".........'....... .. .. HOUR HOUR RATE
''''. ':':.:;1;'';':;;':,',:'' '" EQUIPMEN I UN '" I " .."".......> >.... ,'. .....'.....,............;
ED905 95 Cat 950F Loader $ 44.14 1.50 35.31 52.97
E1020 97 CAT 320BL Excavator $ 62.06 1.50 49.65 74.47
.~MALl TOOLS ETe ..,....... ....., .. ......... ..".....,.'...,... ....,.'. ............,,:
E1601 2' Electric Pumo $ 5.15 1.50 4.12 6.18
E1602 2" Electric Pump I $ 5.15 1.50 4.12 8.18
E1716 Alum Manhole Box $ 6.28 1.S0 ~.O1 7.51
E1720 Sleel Trench Box 4'x24' $ 10.00 1.50 800 12.00
~1722 St..r Trench Box 6'x24' $ 1400 1.50 11.20 16.BO
~1B03 Stihl Demo Saw - less tJlades $ 3.85 1.50 3.0B 4.62
E1604 BMdlno Box 4 YD $ 5.00 1.50 4.00 6.00
Transit $ 175 1.50 1.40 2.10
AUlolever $ 1.50 1.50 1.20 1.60
TriPod $ 0.40 1.50 0.32 0.48
COleman POW'erm,~te $ 2.00 1.50 1.80 2.40
15'-30" Test Ball (21 $ 7.60 1.50 6.08 9.12
E1816 F. G. Wilson Gensel 4.50 $ 6.00 4.80 27.00
"". .. .,',.. TRUCKS ON-5ITE ... .... ......,.... ..,...'....'. .',.... ....... .. ....,-".
V2085 I 93 Ford 1-lon crew Dink I 1$ 11.20 1.50 8.96 13.44
V2088 I 01 Ford 1-lon 4x4 Oink I 1$ 11.20 1.S0 8.96 13.44
V2048 I 99 FrelQthl1ner Dump TruCk I 2.00 $ 42.4B 1.50 33.98 135.94
RENT A~ EQUIPMENT .... .... ......... .......
Inaersol Rand Compr.ssor 1$ 4.26 I 1.501 3.41 0.11
Komatsu 400LC $ 114.30 I 7.S0 91.44 6Bs.ao
" '~ ,.,..:1 llW
$
$ 258.7A
SUB OTAl $ 258.78
1b"1 11 l,JVBr oad &: .....rO II $ 38.82
SUBTUTAl $ 297.60
$
% $
SUBTOTAL $ 297.80
I $ 1.083.36
SUBTOTAL $ 1,380.98
1% State lax $ 13.81
SUBTOTAL $ 1,394.77
0.875% bOlld $ 12.20
GRAND TOTAL: $ 1,406.97
. ,
WORK DIRECTIVE #10
F\OUSE AVE IMPF\OVEMENTS
City Of Bozeman
DATE(S): 31..)ul
DESCRIPTION ...... ...' ...... . .... ,'...
Water service pipe at station 50+39 found to be lead. Directed to replace with 3/4" copper
.. . Mil. TERIAl-S .........,... ... ...."..,., ..... QTY. UNIT EACH AMOUNT
Asphalt Disposal 12 Ton $ 10.00 $ 120.00
HaulIng 1 HR $ 75.00 $ 75.00
Asphalt & Prep 45 SF $ ',50 $ 67.50
3/4" Type K Copper Pipe 38 FT $ 0.50 $ 19.00
1 112' Road MIX 9 CY $ 8.00 $ 72.00
Flowable Fill (Bid Item #243 - Paid as unit Qnty.) 22 CY N/C
; :,.' ii5ij:
.. iii '.. ..... ...,.............. .,....
EMPI-OYEE NAME HOURS REG FlATE OT HOURS OT RATE AMOUNT
.....
OPERATOR DON TED FORO $ 30.61 4.00 $ 39.60 $ 159.20
OPERATOR SCOTT MAGILL $ 30.61 2.00 $ 39.80 $ 79.60
OPERATOR TRAVIS PENNOK 10.00 $ 30.61 $ 39.80 $ 30610
LABORER KIRK STORY $ 2703 3.00 $ 35.21 $ 105.63
LABORER CHAD RICHARDS 500 $ 27.03 $ 35.21 $ 135.15
~;, lit!'
EQUIPMENT I REG HOURS FlATEPER STANDBY STANDBY AMOUNT
HOUR HOUR FlATE
. EQUIPMENT ON SITE ,.... ..'..., /'.....0:6. .........,.. . ..... ... ..,.,.
E0907 1 01 CAl 420 BaCkhoe wlBxtendabll' I I 1000 I $ 22.68 11.441 228.80
E0938 97 Cat 938F Loader I 3.00 I $ 34.31 17.151 102.92
E1043 I 00 LINK-BELT 4300 Excavator 1 I 100 I $ 86.80 44Aol 88.80
,!;iiI)wjJ_.~'~1
IUIAL $ 353.50
1(" AL LA!;j U ", $ 785.68
SUBTuTAL $ 1,139.18
10% uverneaa " ~ra " $ 170.68
SUBTOTAL $ 1,310.06
$
5% $
SUBTOTAL $ 1.310.06
tUIAL $ 420.52
L $ 1.730.58
1 Qlr. State ax $ 17.31
SUBTOTAL $ 1,747.88
u.el~% bond $ 15.29
GRAND TOTAL: $ 1,763.18
. . .
WORK DIRECTIVE #11
ROUSE AVE IMPROVEMENTS
City 01 Bozeman
DATE(S): 2705.p
2805ep
........ ..... ^DESCRIPTION .i.. . ......
Install 14" water maIn headlno south at statton 63+20 to station 63+65 3Iorl(:! a Oas rnam that IS In a location not St1OVo1O on the plans. and IS
encroachino on trenctl excavation. 4 hours additional crew time dealing with the gas main. An additlorlal2.5 hours crew time due to a valve
box that was attached 10 the cas main and within 1.5' from a oas service Ttle valve and service comPlicated installation because il was hand work
.; MA TERIAL.S .... ...... QTY. I UNIT EACH AMOUNT
Road MIx fOr restoration I 16 I Cy I $ 8.00 I $ 128.00
Asphalt Replacement & Preparalion I 360 I SF I $ 1.50 I $ S40.00
,., .
. EMPLOYEE NAME HOURS REG RATE OT HOURS OTRATE AMOUNT
..
SUPERINTENDENT LARRY POWERS 6,5 $ 39.22 $ 49.97 $ 2S4.93
OPERATOR MARK RADCLIFFE 6.5 $ 30.61 $ 39.80 $ 198.97
OPERATOR RUEBEN SCHOTT 6.5 $ 30.81 $ 39.80 $ 198.87
OPERATOR DON T!OOFORO 6.5 $ 30.81 $ 39.80 $ 198.97
LABORER SHAD CHRISTI;'NSON 6 I,' $ 27.03 $ 35.21 $ 175.70
.c
LABORER KIRK STORY 6.5 $ 27.03 $ 35.21 $ 175,70
..-.. ,;' li'~ ,'~~
. .1 EQUIPMENT I .... ......... ........:... REG HOURS RATE PER STANDBY STANDBY AMOUNT
HOUR HOUR RATE
...,...... .;;] EQUIPMENT ON SITE . . .,.. . ...'::0-:1> ...if:: ,.,...; .......
E0930 97 Cat 938F Loader 4.00 $ 34.31 2.50 17.15 180.12
1;'1015 97 Samsuna Excavator 130LC wfblJcl<et 4.00 $ 43.61 2.50 21.81 228.98
1;'1043 00 LINK-BELT 4300 Excavator 4.00 $ 88.80 2.50 44.40 486.20
El031 99 CAT 330BL Excavator 8.50 $ 100.62 $ 50.31 6S4.02
;. SMALL TOOLS ETe ...... ., .....
E1801 2" Electric PUffin $ 5.15 6.50 2.58 16.74
1;'1803 3" TraSh PlJmp $ 6.08 6.50 3.04 19.78
Comp BlJcl< tor Linl< Belt 4300 4.00 $ 2004 2.50 10.02 105.21
E1803 Stlhl Damp Saw - le.s blade. 4.00 $ 3.B5 2.50 1.93 20.21
1;'1804 Beddina Box 4 YO 4.00 $ 5.00 2.50 2.50 26,2[i
E1813 1 ransit 4.00 $ 3.00 2,50 1.50 1575
TRUCKS ONo5lTE . . .... ... .,.. .....
V2072 189 Petemuilt Oump TrUCK 4.00 $ 36.73 2.50 18.37 192.83
.. RENTAL EQUIPMENT ..... .... . ......
R1899 01 14-YD BEDDING BOX 4.00 I $ 10.00 2.50 5.00 52.50
II .., ~.\:i'Jij;I;Yl_"~. .
..-
]OrAl $ 688.00
$ 1.20322
SUBtuTAL $ 1.871.22
10"/. uvamaau ~ ~r01rt $ 280.68
I:SUBtuTAL $ 2.151.90
$
I~% $
ISUBTOTAL S 2.151.90
lutAL $ 1.978.55
l:suBrutAL S 4.130.45
1% "tate I"X $ 41.30
L $ 4.171.75
lJ.O/o-/. "and $ 36.50
GRAND TOTAL: $ 4,208.26
. . . .
Allowable Daily Job Costs
Job Name: Rouse Avenue Improvments
Description Quantity Unit Cost Measure Extension
OFFICE EXPENSE
Office Trailer-Pierce Leasing 1 $ 395.00 MO $ 395.00
Office Trailer-WPH 1 $ 600.00 MO $ 600.00
Office Equipment 1 $ 200.00 MO $ 200.00
Office Supplies 1 $ 150.00 MO $ 150.00
M&W Property Lease 1 $ 600.00 MO $ 600.00
Big Johns 3 $ 70.00 MO $ 210.00
Wash Station 2 $ 75.00 MO $ 150.00
Dumpster 1 $ 345.00 MO $ 345.00
Utility Trailers 3 $ 528.00 MO $ 1,584.00
UTILITIES AND COMMUNICATION
Average Telephone 1 $ 286.35 MO $ 286.35
Cellular Telephones 5 $ 75.00 MO $ 375.00
Average Power Bill 1 $ 69.37 MO $ 69.37
TRAFFIC CONTROL
Billings Construction Supply 176 $ 47.73 HR $ 8,400.48
SERVICES
Rocky Mountain Security 1 $ 225.00 MO $ 225.00
TOTAL FOR MONTH.................. .............. ................... ................................. $ 13,590.20
DAILY AVERAGE (23 Work days Per Month)................................................... $ 590.88
H :\0417\037\docs \Construction\ W orkDirectiveslDailyCosts .xls
~ , . "-
Bypass Pumping Costs Mendenhall to Church
Included in Work Change Directives #6 and #7
Job Name: Rouse Avenue Improvments
Description Quantity Unit Cost Measure Extension
PUMP COSTS
GODWIN CD100M 4" pump - standby 1 $ 900.00 MO $ 900.00
GODWIN CD100M 4" pump - operating 1 $ 1,200.00 MO $ 1,200.00
PIPE COSTS
860 LF 4" HOPE in 20' lengths - standby 43 $ 33.00 MO $ 1,419.00
860 LF 4" HOPE in 20' lengths - operating 43 $ 33.00 MO $ 1,419.00
FITTINGS AND MISC. COSTS
10 LF - 4" Suction Hose 2 $ 81.00 MO $ 162.00
4" 900 Bend 4 $ 45.00 MO $ 180.00
4"WYE 1 $ 54.00 MO $ 54.00
4" Adapter 2 $ 45.00 MO $ 90.00
4" Check Valve 2 $ 90.00 MO $ 180.00
4" GODWIN QD. Step BOW 2 $ 81.00 MO $ 162.00
GODWIN Auto level Controller 1 $ 435.00 MO $ 435.00
TOTAL FOR MONTH...... 0......0.....0.....00......0.............0......0.... 0.00.................0... $ 6,201.00
DAILY AVERAGE (30 days Per Month).... ......... ..........0.................. ......... $ 206.70
Note: Prices are from GODWIN Invoices
H:\0417\037\docs\Construction\WorkDirectives\Bypass@Mendenhall daily costs.xls
" 'f - ,l.
Engineer's Recommendation for Original Change Order NO.3
This change order covers all time and price increases that were agreed upon between the
Engineer and Contractor as documented in the replies by the Engineer to the Contractors
noticcs. The notice numbers listed below correspond to the Contractor's notices.
Notice #0001-1.5 crew hrs, .08 additional contract days
Sewer service not shown on the plans
Notice #0002-1.0 crew hrs, .05 additional contract days
Gas service not as shown on plans or as located.
Notice #0051-2.0 crew hrs, .20 additional contract days (one crew)
Gas service was not shown on plans but accurately located by utility company at time of
construction.
Notice #0052-2.0 crew hrs, .20 additional contract days (one crew)
Gas service was not shown on plans but accurately locatcd by utility company at time of
construction.
Notice #0053-2.0 crew hrs, .20 additional contract days (one crew)
Gas service was not shown on plans but accurately located by utility company at time of
construction.
Notice #0054-1.5 crew hrs,.15 additional contract days (one crew)
Gas stub not shown on plans.
Notice #0056--4.0 crew hrs, .20 additional contract days
Gas service with coupler was exposed and found leaking. NWE arriyed onsite to repair.
Notice #0057-1.0 crew hrs, .05 additional contract days
NWE advised of gas service that was not there. They requested that contractor dig
carefully over 20' length.
Notice #0058-1.5 crew hrs, .08 additional contract days
Gas service was not shown on plans.
Notice #0006-1.5 crew hrs, .08 additional contract days
Sewer service was accurately marked by C.O.B. but not shown on plans.
Notice #0008-1.5 crew hrs, .08 additional contract days
Gas service was not shown on plans.
Notice #0106-3.0 crew hrs, .15 additional contract days
NWE onsite to patch a leaking gas service.
. f .~ ;.
Notice #0111-3.5 crew hrs, .18 additional contract days
Sewer servicc locates were offby approximately 9' +/-. Found steel collar around
existing sewer pipe which hindered location of service.
Notice #0112-0.5 crew hrs, .03 additional contract days
Contractor requested direction for connection to existing slip-lined clay pipe. Jolm
Alston onsite to approye mission repair coupler.
Notice #0114-1.5 crew hrs, .08 additional contract days
Gas service (I 12") not shown on plans.
Notice #0115-2.0 crew hrs, .10 additional contract days
Existing manhole had excessive amount of concrete around inlet pipe. This concrete had
to be carefully remoyed in order to protect the pipe that would eventually have to be
connected into the newly placed manhole.
Notice #0116--3.0 crew hrs, .15 additional contract days
Cables exposed during the removal of an existing manhole. Contractor delayed until
NWE ani ved onsite to confirm they were abandoned.
Notice #0034-1.5 crew hrs, .08 additional contract days
Exposed water main uncovered a leaking lcadjoint. Contractor delayed while C.O.B.
repaired.
Notice #0095-2.0 crew hrs, .10 additional contract days
Possible conflict with sewer service, not shown on plans, and the installation o[water
main. Loss in production to verify location and depth.
Original Change Order No.3 summary:
All remaining portions ofthe claim are denied as being untimely, not submitted
with the contract documents, or already paid as part of the unit price measurement
and payment. The contract price has already been adjusted oyer the course of the
project for unit price bid items.
Total Original Change Order No.3 Amount = $0.00
Total Additional Working Contract Days = 2.25 days
. . J ,
Engineer's Recommendation for Original Change Order No.4
This change order addresses all items in letters dated Noyember 10,2004 and November
16, 2004 as provided by the contractor requesting Change Orders #4 and #5. In an effort
to close out this project, additional items haye been added to this change order to account
for items agreed upon in a meeting betwecn the Contractor and the RPR on June 11, 2004
that were not included in the change ordcr rcqucst. Notice numbers listed below
correspond to the notices proyided by the contractor.
The following reference numbers that appear on the stated letter were addressed in
Change Order #3.
Notices:
1,2,51,52,53,54,56,57, and 58 from letter dated November 10,2004
6 and 8 from letter dated Novcmber 16, 2004
Contract time has been recommended in Change Ordcr #3, no additional time or
compensation is recommended.
The following items were discussed on a meeting between the RPR and Contractor
on June 11, 2004. The Engineer recommends, in accordance with his
recommendations on June 11,2004, that the following adjustments be made in
contract time. No additional time or compensation is recommended for these items.
Gas Crossing (Sta. 34+30)-15.0 crew hrs, .75 additional contract days
Gas Crossing (Sta. 34+55)-5.0 crew hrs, .25 additional contract days
8" Steel Pipe (Sta. 35+80)-1.5 crew hrs, .08 additional contract days
Fiber Duct Bank (Sta. 30+00)-3.0 crew hrs, .15 additional contract days
Not all ofthe items discussed during the meeting held on June 11,2004 are included in
the Contractor's letters as stated aboye. Total agreed upon time compensation for the
items discussed on this date cumulatiyely sum to 43-hrs (less the splitter structurc,
compensated under Change Order #2). Therefore, it is recommended that a total
compensation 0[2.20 contract days bc awarded for all items discussed during the
meeting on June 11,2004. The additional items not requested in the stated letters are as
follows:
Sewer Service (Sta. 36+90)-1.5 crew hrs, .08 additional contract days
Gas Crossing (Sta. 37+20)-1.0 crew hrs, .05 additional contract days
Utility Crossing (Sta. 39+70)-1.5 crew hrs, .08 additional contract days
~ '. J JI
Utility Crossing(s) (3) (North of Griffin)-6.0 crew hrs, .30 additional contract days
Gas Crossing (Dresser Coupler) (Sta. 16+25 +/-)-4.0 crew hrs, .20 additional
contract days
Utility Crossing(s) (2) (Sta. 4+52)-4.5 crew hrs, .25 additional contract days
All remaining portions of the claim are denied as being untimely, not submitted in
accordance with the contract documents, lacking merit, or already paid as part of the unit
price measurement and payment. The contract price has already been adjusted over the
course of the project for unit price bid items.
With respect to those items lacking merit, the following additional information is
provided:
Notice #0101. Manhole #8 (doghouse) was a Contractor initiated change outside the
scope ofthe project. The leaking 21-inch clay tile joint would not haye been encountered
had the Contractor stayed within the project as planned. The Owner should not be liable
for any additional costs incurred due to Contractor initiated activity outside of what was
agreed upon within the contract documents.
Notice #0061. It is our opinion that the M & W Fire line is the sole responsibility of the
contractor. In our yiew the waterline was damaged during the backfill process and the
leak and failure occurred at a later date.
All Notices re2ardin2 SIOU2;hill!:!. It is our determination that the alleged sloughing of
material is the responsibility of the Contractor. Since beginning observation (first
occurrence at approx. 37+00 +/-) we have determined that the materials encountered are
consistent with those depicted in the Geotechnical Inyestigation. This inyestigation states
that various ~ypes offill have been used under the pavement and as baclifill in utility
trenches. Soil bore logs predominately show silt and sand layers with low blow counts
that depict loose to medium dense materials. Depths from approximately 7' to 15' were
looked at since this is the range that most construction took place. It is also very common
for soil layers of blow counts with 5 and lower (very loose) to fall within this depth range
or shallower, contributing to sloughing and collapsibility of materials. All of this
information was available to the Contractor prior to bid and proyided for his use as stated
in Section 01010,1.04, C, of the Project Manual. It is not a differing site condition.
Original Change Order No.4 Summary:
Total Original Change Order No.4 Amount = $0.00
Total Additional Working Contract Days = 2.20 days
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