|
Atkinson Construction Page 5
<br />5274 Lodge Creek Culvert Replacement 07/26/2016 16:26
<br />Phil Larson
<br />Activity
<br />Resource
<br />Dese
<br />BID ITEM '" 50000
<br />Description = 72 HR Closure
<br />SLOSKID SKIDSTEER
<br />LCOM LABORER, COMMON G#
<br />OBH OP ENG BACKHOE <3CY
<br />OBHL OP ENG BACKHOEIL<75
<br />ODL OP ENG DOZER D9 & <
<br />OFELL OP ENG FE LOR <6 CY G
<br />OGRADE OPENGGRADECHECKE
<br />Quantity
<br />P e s Unit
<br />1.00 411 .00 HR
<br />1.50 72.00 MH
<br />1.00 48.00 MH
<br />2.00 96.00 MH
<br />1.00 48.00 MH
<br />1.00 4S .00 MH
<br />1.00 48.00 MH
<br />$48,685.72 7.5000 MHlHR 360.00 MH
<br />Cost Report
<br />Unit
<br />C ost
<br />Equip. Expend.
<br />Labor All Costs Matis.
<br />Land Item SCHEDULE: 100
<br />Unit = LS TakeoffQuan: 1.000
<br />21.473 1,347
<br />34.420 5,707
<br />39.570 4,731
<br />39.120 9,384
<br />39.120 4,692
<br />39.570 4,731
<br />36 .610 4,475
<br />[ 448.932] 33,719 14,967
<br />7.5000 MHlUnit 1.0000 UnitslHr 702.48 311.80
<br />> Item Totals: 50000 -72 HR Closure
<br />Penn. Sub
<br />MatIs. Contract
<br />Engr Quan :
<br />Total
<br />1.000
<br />1,347
<br />5,707
<br />4,731
<br />9,384
<br />4,692
<br />4,731
<br />4,475
<br />48,686
<br />1,014.29
<br />$99,588.06 720.0000 MHILS 720.00 MH [ 43136.81]
<br />99,588.060 I LS
<br />67,483
<br />67,483 .31
<br />32,105
<br />32,104.75
<br />99,588
<br />99 ,588.06
<br />BID ITEM "" 60000
<br />Description = Box Culvert
<br />35009610 Buy Grout
<br />Use 5 cy fo r a short load .
<br />2CONCIO CONCRETE-10 SACK@I
<br />5CONPCY3942 CYRATE 39-42 MET@IO
<br />5CONPHR42M 42 METER PUMP@108%
<br />$1 ,756.01
<br />35009c.31 Set Box
<br />1.00
<br />1.00
<br />1.00
<br />Assume 4 hour to set bottom of box.
<br />LAB6 6 MAN LABOR CREW
<br />LCOM LABORER, COMMON G# 5 .00
<br />LFM LABORER FOREMAN 1.00
<br />$1,920.42 24 .0000 MHILS
<br />24.0000 MHlUnit
<br />35009635 Grout Box
<br />As s ume 4 hours to grout and c leanup .
<br />LAB6 6 MAN LABOR CREW
<br />8AC375 COMPRESSOR PORT 375 LOO
<br />8WELD400D
<br />LCOM
<br />LFM
<br />$2,119.53
<br />35009640
<br />WELDER 400 AMP LOO
<br />LABORER, COMMON G# 5.00
<br />LABORER FOREMAN LOO
<br />Set Top
<br />24 .0000 MHILS
<br />24 .0000 MHlUnit
<br />Assume 4 hours to set top.
<br />Land Item
<br />Unit =
<br />QuiD:
<br />5.00 CY
<br />5.00 CY
<br />4.00 HR
<br />QuiD:
<br />4 .00 CH
<br />SCHEDULE:
<br />LS Takeoff Quan:
<br />5.00 CY
<br />150.000
<br />2.750
<br />145.000
<br />[ ]
<br />1.00 LS
<br />Prod:
<br />34.420
<br />36.920
<br />Hrs/Shlt:
<br />Hrs/ShR:
<br />0.3333 S
<br />1,585
<br />335
<br />100
<br />1.000 EngrQuan:
<br />8.80 Cal: 508 WC: WA0201
<br />980
<br />18
<br />758
<br />776 980
<br />155.18 196.02
<br />12.00 Cal: 612 WC: WA0201
<br />Lab Pes: 6 .00 Eqp Pes:
<br />20.00 MH
<br />4.00 MH
<br />24.00 MH
<br />0.2500 UnitslHr
<br />[ 1318.18) 1,920
<br />1,920.42
<br />QuaD: 1.00 LS HralShrt: 12.00 Cal: 611 WC: WAOlO!
<br />4.00 Cll PrDd: 0.3333 S Lab Pes: 6.00 EqpPcs:
<br />4.00 HR 25.575 134
<br />4.00 HR 12.520 65
<br />20.00 MH 34.420 1,585
<br />4.00 MH 36.920 335
<br />24.00 MH [ 13l8.18 J 1,920 199
<br />0 .2500 UnitslHr 1,920.42 199.11
<br />QuaD: 1.80 LS Hrs/Shft: 12.00 Cal: 612 WC: WA010I
<br />6 man cre w f o r 1 1 2 hr shift to s e t bo t tome, top and gro ut.
<br />~ 6 MAN LABOR CREW 4 .00 ClI
<br />LCOM
<br />LFM
<br />$1 ,920.42
<br />LABORER., COMMON G# 5 .00
<br />LABORER FOREMAN 1.00
<br />24 .0000 MH/LS
<br />24 .0000 MHlUnit
<br />20.00 MH
<br />4.00 MH
<br />24.00 MH
<br />0 .2500 UnitstHr
<br />Prod:
<br />34.420
<br />36.920
<br />[ 1318.18]
<br />0.3333 S
<br />1,585
<br />335
<br />1,920
<br />1,920.42
<br />Lab Pes: 6.00 Eqp Pes:
<br />1.000
<br />"Unreviewed
<br />980
<br />18
<br />758
<br />1,756
<br />35 1,20
<br />··Unreviewed
<br />0.00
<br />1,585
<br />335
<br />1,920
<br />1,92D.42
<br />2.00
<br />134
<br />65
<br />1,585
<br />335
<br />2,120
<br />2,119 .53
<br />··Unrcviewed
<br />0.00
<br />1,585
<br />335
<br />1,920
<br />1,920.42
|