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Atkinson Construction Page I
<br />5274 Lodge Creek Culvert Replacement 0712612016 16:26
<br />Phil Larson
<br />Activity
<br />Resource
<br />BID ITEM
<br />Desc
<br />10000
<br />Description = Materials
<br />Quantity
<br />Pcs Unit
<br />Cost Rcport
<br />Unit
<br />Cost
<br />Equip .
<br />Labor All Costs
<br />Land Item SCHEDULE: 100
<br />Unit = LS Takeoff Quan:
<br />Expend.
<br />Matis.
<br />1.000
<br />Penn. Sub
<br />Matis. Contract
<br />EngrQuan:
<br />30000105 Buy Perm Marrerillt Quan: 1.00 LS Drs/Sblt: 8.00 Cat: 508 WC: WA0201
<br />eSBe under box = 2'x40'x40' = 120 cy
<br />eSBC on Road = 200'x24'x2' = 355 cy
<br />Total = 475 cy.
<br />Common Borrow is a guess for now. Only needed if the existing material can not be put back.
<br />Quarry Spalls = 3'x40'x40' = 177 cy -Say 250 cy to cover other potential needs .
<br />River Rock -TBO
<br />Stream Bed -40'x4'x20 ' = 120 cy in box, double quantity to include pool 240 cy.
<br />Gravel backfill for I'Ia11s = I~e assumed 5' wide around all walls.
<br />Geogrids quantities are a place holder for now.
<br />We ~ill still need to finalize pricing on all material .
<br />2AGCSBCCY CSBe "CY"@I08% 1.00 475.00 CY 40.000
<br />2AGGCBCY Common Borrow "CY@10 1.00 500.00 CY 30 .000
<br />2AGGWQSCY Quarry Spalls "CY@108% 1.00 250.00 CY 40 .000
<br />2AGGWRRCY River Rock "CY"@108% 1.00 1.00 CY 40.000
<br />2AGGWSTMBRCStream Bed Materi@108% 1.00 240.00 CY 100 .000
<br />2AGGWWALL Gravel Backfill f@108% 1.00 230.00 CY 40.000
<br />2GEOGM8XT MIRAGRID 8XT@]()8% 1.00 900.00 SY 4.500
<br />2GEOTEXSEP GEOlEX-SOIL SEPAR@l l.00 355.00 SY 0.650
<br />2UBFF FULLFLATTOPULT@10 l.00 2.00 EA 65 .000
<br />2UBFSB FULL SIZE ULTRABL@1 1.00 16.00 EA 70 .000
<br />2URHB HALF ULTRABLOCK S@ l.00 4.00 EA 60.000
<br />2UBHFT HALF FLAT TOP ULT@l l.00 4.00 EA 55 .000
<br />$108,765.94 [ ]
<br />24,829
<br />19,602
<br />13,068
<br />52
<br />31,363
<br />12,023
<br />5,293
<br />302
<br />170
<br />1,464
<br />314
<br />288
<br />108,766
<br />Total
<br />1.000
<br />··Unreviewl:d
<br />24,829
<br />19,602
<br />lJ,068
<br />52
<br />31,363
<br />12,023
<br />5,293
<br />302
<br />170
<br />1,464
<br />314
<br />288
<br />108,766
<br />108,765.94 108,765.94
<br />> Item Totals: 10000 -Materials
<br />$108,765.94
<br />108,765.940 1 LS
<br />BID ITEM = 10000
<br />Description = Stockpile
<br />30001030 Pre-Stock PlIe Material
<br />Pre-Stockpile material before closure.
<br />Assume 1 week of wo r k with a loader and
<br />LD966 LOADER 966D. OP, LAB
<br />8LD966 WHEEL LOADER CAT 96 1.00
<br />LCOM LABORER, COMMON G# l.00
<br />OFELL OP ENG FE LDR <6 CY G 1.00
<br />[ ] 108,766 108,766
<br />108,765.94 108,765.94
<br />Landltern SCHEDULE: 100
<br />Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
<br />Quan: 1.00 LS Hn/Sbft: 10.00 Cal: 510 WC: WA0201
<br />··Unn:vicwcd
<br />laborer on the ground for backing up t ru c ks.
<br />50 .00 HR
<br />50.00 MH
<br />50.00 MH
<br />100.00 MH
<br />50.00 CH Prod: 5.0000 S Lab Pes:
<br />74 .235 4,850
<br />34.420
<br />39 .570
<br />[ 5249 .59]
<br />3,654
<br />4,572
<br />8,226 4,850
<br />2.00 Eqp Pes: 1. 00
<br />4,850
<br />3,654
<br />4.572
<br />$13,076.35 100.0000 MI-ULS
<br />100.0000 MHlUnit 0.0200 UnitslHr 8,225.86 4,850.49
<br />13,076
<br />13,076.35
<br />30001032 Load Out Stockpile QuaD: 1.00 LS Hrs/Sbrt: 12.00 Cal: 612 WC: WA0201
<br />This will be done d u ring the 7 2 hr closure. As sume 2 solos the help move material between the sites .
<br />LD966 LOADER 966D, OP, LAB
<br />5TRHRDPSOLO DUMP TRUCK SOLO@10 1.00
<br />8LD966 WHEEL LOADER CAT 96 1.00
<br />LCOM
<br />OFELL
<br />LABORER, COMMON G# 1.00
<br />OP ENG FE LDR <6 CY G 1.00
<br />72.00
<br />144.00 HR
<br />72 .00 HR
<br />72.00 MH
<br />72.00 MH
<br />CH Prod:
<br />135 .000
<br />74 .235
<br />34.420
<br />39 .570
<br />6.0000 S Lab Pes: 2.00 Eqp Pes:
<br />5,707
<br />7,096
<br />6,985
<br />25 ,404
<br />"'*U tlrc\liewed
<br />1.00
<br />25,404
<br />6,985
<br />5,707
<br />7,096
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