Appendix B SI

BSI Unit HighwayBridge Bid-ItemSummarySheets

323

Job: Highway Bridge Bid Item No. 1: Excavation, unclassifed

32220.10 Excavation, unclassified

1,275 m3 Laborforeman 1 @ $34.00 = $34.00operator 1 @ $33.00 = $33.00laborer 2 @ $22.00 = $44.00

Crew hourly rate = $111.00production rate = 53.5 m3/hr

1,275 53.5 x $111.00 = $2,643 $2,643 $925 $3,569Equipmentdozer 1 @ $39.00 per hr

1,275 54 x $39.00 = $929 $929 $929Total this account $2,643 $925 $929 $0 $4,497

$2,643 $925Total Bid Item No. 1 $3,569 $929 $0 $4,497

Estimator: GAS Equipment

CostMaterial

CostTotalCost

Summary Sheet

CostCode

Labor CostWork Type Quantity Unit Calculations Direct Indirect

324

Job: Highway Bridge Bid Item No. 2: Excavation, structural

32222.10 Excavation, structural

92 m3 Laborforeman

1 @

$34.00 = $34.00operator $33.00 = $33.00laborers $22.00 = $132.00

Crew hourly rate = $199.00production rate = 6.1 m3/hr

92 6.1

6

x $199.00 = $2,985 $2,985 $746 $3,731Equipmentbackhoe $37.00 per hr

92 x $37.00 = $555 $555 $555Total this account $2,985 $746 $555 $0 $4,286

$2,985 $746Total Bid Item No. 2 $3,731 $555 $0 $4,286


CostMaterial

CostTotalCost

Summary Sheet

CostCode


1 @1 @

6 @

325

Job: Highway Bridge Bid Item No. 3: Backfill, compacted

32226.10 Backfill,compacted

260 m3 Laborlabor unit cost = $11.05 per m3

260 x $11.05 = $2,872 $2,872 $718 $3,591Equipmentequipment unit cost = $2.55 per m3

260 x $2.55 = $663 $663 $663Total this account $2,872 $718 $663 $0 $4,254

$2,872 $718Total Bid Item No. 3 $3,591 $663 $0 $4,254


CostMaterial

CostTotalCost

Summary Sheet

CostCode


326

22

2

331

Job: Highway Bridge Bid Item No. 8a: Reinforcing steel

03200.00 Steel, reinforcing, place

40,823 kg Labor:labor unit cost = $0.64 per kg40,823 x $0.64 = $26,100 $26,100 $11,745 $37,844

Equipment:equipment unit cost = $0.13 per kg40,823 x $0.13 = $5,400 $5,400 $5,400

Materials:material unit cost = $0.93 per kg40,823 x $0.93 = $37,798 $37,798 $37,798

Total this account $26,100 $11,745 $5,400 $37,798 $81,042$26,100 $11,745

Total Bid Item No. 8a $37,844 $5,400 $37,798 $81,042

Job: Highway Bridge Bid Item No. 8b: Reinforcing steel (Subcontracted)

03200.00 Steel, reinforcing,place

40,823 kg Subcontractsubbid quotation = $66,240 $0 $0 $0 $66,240

$0 $0Total Bid Item No. 8b $0 $0 $0 $66,240


CostMaterial

CostTotalCost

Summary Sheet

CostCode



CostMaterial

CostTotalCost

Summary Sheet

CostCode


333

Job: Highway Bridge Bid Item No. 9: Steel, structural

05120.00 Steel, structural, place

29,710 kg Labor:labor unit cost = $0.068 per kg29,710 x $0.07 = $2,030 $2,030 $914 $2,944

16 hours of 50-ton crane timeoperator 1 @

@$33.00

oiler 1 $22.00Crew hourly r = $55.00

16 x $55.00 = $880.00 $880 $396 $1,276Equipment:

16 hours of 50-ton crane time16 x $105 = $1,680 $1,680 $1,680

Material:material unit cost = $2,480.20 per tn29,710 1,000 x $2,480 = $73,687 $73,687 $73,687

Total this account $2,910 $1,310 $1,680 $73,687 $79,588$2,910 $1,310

Total Bid Item No. 9 $4,220 $1,680 $73,687 $79,588


CostMaterial

CostTotalCost

Summary Sheet

CostCode


334

Job: Highway Bridge Bid Item No. 10: Bearing plates

05812.00 Bearing plates 1,451 kg Laborlabor unit cost = $0.77 per kg

1,451 x $0.77 = $1,119.97 $1,120 $504 $1,6244 hours of 50-ton crane time

operator 1 @ $33.00oiler 1 @ $22.00

Crew hourly rate = $55.004 x $55.00 = $220.00 $220 $99 $319

Equipment4 hours of 50-ton crane time4 x $105 = $420.00 $420 $420

Materialsprice quotation = $3,250 $3,250 $3,250Total this account $1,340 $603 $420 $3,250 $5,613

$1,340 $603Total Bid Item No. 10 $1,943 $420 $3,250 $5,613


CostMaterial

CostTotalCost

Summary Sheet

CostCode


335

Job: Highway Bridge Bid Item No. 11: Guardrails

05520.00 Guardrails 37 m Laborlabor unit cost = $27.23 per m

37 x $27.23 = $996 $996 $349 $1,3454 hours of 50-ton crane time

operator 1 @ $33.00oiler 1 @ $22.00

Crew hourly rate = $55.004 x $55.00 = $220.00 $220 $99 $319

Equipment4 hours of 50-ton crane time4 x $105 = $420.00 $420 $420

Materialsprice quotation = $5,650 $5,650 $5,650anchor bolts 64 @ $2.75 = $176 $176 $176Total this account $1,216 $448 $420 $5,826 $7,910

$1,216 $448Total Bid Item No. 11 $1,664 $420 $5,826 $7,910

Job: Highway Bridge Bid Item No. 12: Painting

Painting job ls subbid quotation = $8,550 $0 $0 $0 $8,550$0 $0

Total Bid Item No. 12 $0 $0 $0 $8,550


CostMaterial

CostTotalCost

Summary Sheet

CostCode



CostMaterial

CostTotalCost

Summary Sheet

CostCode


336

Summary Sheet

Job: Highway Bridge Field Overhead: Move in & Cleanup Estimator: GASCost Labor Cost Equipment Material TotalCode Work Type Quantity Unit Calculations Direct Indirect Cost Cost Cost

01500.00 Move In 1 ls Laborforeman 1 @ $34.00 = $34.00carpenters 2 @ $31.00 = $62.00laborers 4 @ $22.00 = $88.00operator 2 @ $33.00 = $66.00truck drivers 4 @ $22.00 = $88.00Crew hourly rate $338.00Three 8-hour days required

3 x 8 x $338.00 = $8,112 $8,112 $2,839 $10,951Equipment50-ton crane 1 @ $105.00 = $105.0025-ton crane 1 @ $62.00 = $62.00atbed trucks 4 @ $25.00 = $100.00Equipment hourly rate $267.0012 hours required

12 x $267.00 = $3,204 $3,204 $3,204Total this account $8,112 $2,839 $3,204 $0 $14,155

01700.00 Cleanup 1 ls Laborforeman 1 @ $34.00 = $34.00laborers 6 @ $22.00 = $132.00Crew hourly rate $166.00Two 8-hour days required

2 x 8 x $166.00 = $2,656 $2,656 $664 $3,320foreman 1 @ $34.00 = $34.00laborers 3 @ $22.00 = $66.00operator 1 @ $33.00 = $33.00Oiler 1 @ $22.00 = $22.00truck drivers 2 @ $22.00 = $44.00Crew hourly rate $199.00One 8-hour day required

8 x $199.00 = $1,592 $1,592 $557 $2,149Equipment50-ton crane 1 @ $105.00 = $105.00Flatbed trucks 2 @ $25.00 = $50.00Equipment hourly rate $155.00One 8-hour day required

8 x $155.00 = $1,240 $1,240 $1,240Total this account $4,248 $1,221 $1,240 $0 $6,709

$12,360 $4,060Total Move In & Cleanup $16,420 $4,444 $0 $20,864

337

338 B SI Unit Highway Bridge Bid-Item Summary Sheets

CFixed

Bearing

60-0 (18288 mm) c.c. bearings

Presentground surface

28 - 12 54 steel H piles,each 40 ft.(12192 mm) long

Abut.no. 1

Abut.no. 2

CExpansion

bearing

Figure B.1Highway bridge, prole

Bridge 150(4572 mm)

16(457 mm)

Guardrail

W 36150typical

10 (254 mm) reinforced concrete pavement

46(1372 mm)

C

46(1372 mm)

46(1372 mm)

10(254 mm)

Figure B.2Highway bridge, transverse section

B SI Unit Highway Bridge Bid-Item Summary Sheets 339

Work QuantitiesCostCode WorkType Unit Quantity

Sitework:02220.10 Excavation, unclassied m3 1,274.502222.10 Excavation, structural m3 91.702226.10 Backfill, compacted m3

m

259.902350.00 Piledriving rig, mobilization & demobilization ls job02361.10 Piling, steel, driving 682.8

Concrete03150.10 Footing forms, fabricate m2 33.403150.20 Abutment forms, prefabricate m2 168.203157.10 Footing forms, place m2 66.903159.10 Footing forms, strip m2 66.903157.20 Abutment forms, place m2 336.303159.20 Abutment forms, strip m2 336.303157.30 Deck forms, place m2 167.203159.30 Deck forms, strip m2 167.203200.00 Steel, reinforcing, place kg 40,823.403251.30 Concrete, deck, saw joints m 18.303311.10 Concrete, footings, place m3 91.703311.20 Concrete, abutments, place m3 214.103311.30 Concrete, deck, place & screed m2 167.203345.30 Concrete, deck, nish m2 167.203346.20 Concrete, abutments, rub m2 182.103370.20 Concrete, abutments, curing m2 354.903370.30 Concrete, deck, curing m2 167.2

Metals05120.00 Steel, structural, place kg

m29,710.3

05520.00 Guardrail 36.605812.00 Bearing plates kg 1,451.5

Figure B.3Highway bridge, work quantities

1 Excavation, unclassied m3 1,274.52 Excavation, structural m3 91.73 Backfill, compacted m3 259.94 Piling, steel m 682.85 Concrete, footings m3 91.76 Concrete, abutments m3 214.17 Concrete, deck slab, 10 in. m2 167.28 Steel, reinforcing kg 40,823.39 Steel, structural kg 29,710.0

10 Bearing plates kg 1,451.511 Guardrail m 36.612 Paint ls job

Total Estimated Amount =

Unit Price ScheduleItemNo.[1]

EstimatedQuantity

[4]UnitPrice

[5]EstimatedAmount

[6]Description

[2]Unit[3]

Figure B.4Highway bridge, bid form


/ mo x/ mo x

/ mo mox/ mo x

Project Overhead EstimateJob: Highway Bridge Estimator: GAS

Overhead Item Calculations Amount TotalsProject manager $5,500 x 3.5

x 3.5mo x 0.5 time = $9,625.00

Project superintendent $5,000 mo = $17,500.00Utilities

Electricity $225 / mo

/ mo/ mo/ mo

/ mo

/ mo

/ mo/ mo

/ mo

Telephone $350Fax $100

$675 x

x

x

3.5 mo $2,362.50Utility installation charges (job) $1,520.00Facilities

Job office $3502 ea. tool sheds $600Toilet $125

$1,075 3.5 mo. = $3,762.50Travel expense $212 / wk x 15 wk = $3,180.00Water tank & water service $80 / wk x 15 wk =

=

$1,200.00Soil & concrete testing $600 3.5 $2,100.00Scaffolding $480 1 mo = $480.00Trash removal $190 3.5 mo = $665.00Tire repair $100 3.5 mo = $350.00Photographs $130 / mo x 3.5 mo = $455.00Computer $140 / mo x 3.5 mo = $490.00

Subtotal of time variable overhead expenses = $43,690.00Surveys (job) $1,600.00Project insurance (job) $1,164.00First aid (job) $220.00Sign (job) $570.00Reproductions (job) $400.00Fence $6.56 / m 207 m = $1,360.00Move In See calculations, Appendix A $14,155.20Clean Up See calculations, Appendix A $6,709.20

Subtotal of time constant overhead expenses = $26,178.40Total project overhead = $69,868.40

=

x

Figure B.5Highway bridge, overhead estimate

Recap SheetBid Date: April 25, 20

Job: Highway Bridge Estimator: GASItemNo.

EstimatedQuantity

LaborCost

EquipmentCost

MaterialCost

SubcontractCost

DirectCost

BidTotalBid Item Unit Unit

1 Excavation, unclassified $3,569 $929 $0 $0 $4,497 $6,386 $5.012 Excavation, structural $3,731 $555 $0 $0 $4,286 $6,086 $66.343 Backfill, compacted $3,591 $663 $0 $0 $4,254 $6,040 $23.234 Piling, steel $21,390 $11,176 $72,281 $0 $104,847 $148,876 $218.055 Concrete, footings $3,661 $685 $12,185 $0 $16,531 $23,473 $255.856 Concrete, abutments $37,458 $7,104 $30,541 $0 $75,103 $106,641 $498.157 Concrete, deck slab, 10 in. $11,745 $1,790 $8,020 $0 $21,554 $30,606 $183.028 Steel, reinforcing $0 $0 $0 $66,240 $66,240 $94,056 $2.3049 Steel, structural $4,220 $1,680 $73,687 $0 $79,588 $113,009 $3.804

10 Bearing plates $1,943 $420 $3,250 $0 $5,613 $7,970 $5.4911 Guardrail $1,664 $420 $5,826 $0 $7,910 $11,231 $307.0612 Paint job $0 $0 $0 $8,550 $8,550 $12,140 $12,140.39

Totals $92,972 $25,422 $205,790 $74,790 $398,974 $566,514Job overhead $69,868

$468,842Small tools (5% of labor) $4,649

$473,491Tax 3% $14,205

Factor = $566,514 = 1.4199 $487,695$398,974 Markup 15% $73,154

$560,850Bonds $5,665Total Project Bid $566,514

m3 1,275m3 92m3 260m 683m3 92m3 214m2 167kg 40,823kg 29,710kg 1,451

37lsm

Note: Values change slightly from U.S. units in Figure 3.8 due to rounding errors.

Figure B.6Highway bridge, recap sheet

341


Unit Price ScheduleItemNo.[1]

EstimatedQuantity

[4]UnitPrice

[5]EstimatedAmount

[6]1 Excavation, unclassified m3

m3

m3

m

m3

m3

m2

kgkgkg

lsm

1,275 $5.01 $6,385.312 Excavation, structural 92 $66.34 $6,086.173 Backfill, compacted 260 $23.34 $6,038.614 Piling, steel 683 $218.05 $148,874.075 Concrete, footings 92 $255.85 $23,473.366 Concrete, abutments 214 $498.15 $106,641.647 Concrete, deck slab, 10 in. 167 $183.02 $30,605.618 Steel, reinforcing 40,823 $2.304 $94,056.919 Steel, structural 29,710 $3,804 $113,016.84

10 Bearing plates 1,451 $5.49 $7,968.7111 Guardrail 37 $307.06 $11,231.0312 Paint job $12,140.39 $12,140.39

Total Estimated Amount = $566,518.65

Description[2]

Unit[3]


Figure B.7Highway bridge, complete bid form

General Requirements01500.00 Move In ls 1 $8,112 $8,112 $3,204 $3,204 $001700.00 Clean Up ls 1 $4,248 $4,248 $1,240 $1,240 $0

Subtotals $12,360 $4,444 $0Sitework

02220.10 Excavation, unclassified 1,275 m3 $2,643 $2.07 $929 $0.73 $002222.10 Excavation, structural 92 m3 $2,985 $32.54 $555 $6.05 $002226.10 Backfill, compacted 260 m3 $2,872 $11.05 $663 $2.55 $002350.00 Piledriving rig, mobilization & demobilization job ls $6,528 $6,528.00 $5,448 $5,448.00 $30002361.10 Piling, steel, driving 683 m $8,224 $12.05 $5,728 $8.39 $71,981

Subtotals $23,253 $13,323 $72,281Concrete

03150.10 Footing forms, fabricate 33 m2 $936 $27.99 $0 $0.00 $39203150.20 Abutment forms, prefabricate 168 m2 $3,548 $21.10 $0 $0.00 $2,15303157.10 Footing forms, place 67 m2 $360 $5.38 $0 $0.00 $20103159.10 Footing forms, strip 67 m2 $158 $2.37 $0 $0.00 $003157.20 Abutment forms, place 336 m2 $7,311 $21.74 $2,520 $7.49 $1,01403159.20 Abutment forms, strip 336 m2 $3,511 $10.44 $840 $2.50 $003157.30 Deck forms, place 167 m2 $3,190 $19.08 $420 $2.51 $1,89003159.30 Deck forms, strip 167 m2 $1,460 $8.73 $210 $1.26 $003251.30 Concrete, deck, saw joints 18 m $360 $19.68 $110 $6.01 $003311.10 Concrete, footings, place 92 m3 $1,200 $13.08 $685 $7.47 $11,59203311.20 Concrete, abutments, place 214 m3 $9,088 $42.45 $3,744 $17.49 $27,04803311.30 Concrete, deck, place & screed 167 m2 $1,200 $7.18 $980 $5.86 $5,41003345.30 Concrete, deck, finish 167 m2 $2,250 $13.45 $70 $0.42 $63003346.20 Concrete, abutments, rub 182 m2 $3,763 $20.66 $0 $0.00 $23503370.20 Concrete, abutments, curing 355 m2 $244 $0.69 $0 $0.00 $9203370.30 Concrete, deck, curing 167 m2 $108 $0.65 $0 $0.00 $90

Subtotals $38,688 $9,579 $50,746Metals

05120.00 Steel, structural, place 29,710 kg $2,910 $0.10 $1,680 $0.06 $73,68705520.00 Guardrail 37 m $1,216 $33.25 $420 $11.48 $5,82605812.00 Bearing plates 1,451 kg $1,340 $0.92 $420 $0.29 $3,250

Subtotals $5,466 $2,520 $82,763

Project BudgetJob: Highway Bridge Estimator: GAS

CostCode

DirectLabor Cost

LaborUnit Cost

EquipmentCost

EquipmentUnit Cost

MaterialCostWork Type Quantity Unit


Figure B.8Highway bridge, project budget343

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Appendix B SI

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