Productivity Rates

February 22, 2017 | Author: jose eric urdaneta | Category: N/A
Share Embed Donate


Short Description

Download Productivity Rates...

Description

Project : Location : Owner :

MASTER FORMAT NO

DESCRIPTION OF ITEM

U/I

U/P

QTY

SUB T/P

DIV-010SECONDARY WALL 2X3X8' C STUDS

PCS.

185.00

16.00

2,960.00

12MMX4'X8' GYPSUM BOARD

PCS.

330.00

6.00

1,980.00

GYPSUM BLACK SCREW

PCS.

0.65

200.00

130.00

LATEX SEMI GLOSS

GALS.

550.00

2.00

1,100.00 6,170.00

DIV-020PLATFORM & FLOORING 1.2MM THK. X 2X3X20' C FLOOR JOISTS

PCS.

1,030.00

8.00

8,240.00

20MM THK. X4'X8' PLYWOOD

PCS.

800.00

4.00

3,200.00

BLACK SCREW

PCS.

0.65

150.00

97.50

WOOD LAMINATE FLOORING

SQM

850.00

9.00

7,650.00 19,187.50

DIV-030REFLECTED CEILING 2X2X20' TUBULAR

PCS.

1,030.00

1X2X20' TUBULAR JOISTS

PCS.

12MM THK.. X4'X8' FICEM BOARD STO. FLRG.

PCS.

565.00

BLACK SCREW

PCS.

0.65

150.00

97.50

3MM TH. X4'X8'FICEM CEILING

PCS.

250.00

4.00

1,000.00

BLIND RIVETS

PCS.

500.00

0.65

5.00

5,150.00

4.00

2,000.00

4.00

2,260.00

300.00

195.00 10,702.50

DIV-050METALS Steel Roof Framing System

Sq.m

600.00

93.00

55,800.00

Cee Floor joists

pcs

650.00

24.00

15,600.00

Stair & Balcony Railing

lin.m.

1,200.00

13.00

15,600.00 87,000.00

DIV-060WOOD & PLASTICS lumber, tangile, 1" x 10 x 4' ceiling vent

PC

400.00

6.00

2,400.00

lumber, 2" x 2"

BF

25.00

320.00

8,000.00

nail, finishing, 1"

KG

45.00

2.00

90.00

nails, C.W., finishing 2"

KG

45.00

5.00

225.00

plyboard, 3/4" x 4' x 8'

SHT

865.00

12.00

10,380.00

hardiflex, 1/8" x 4' x 8'

PC

160.00

22.00

3,520.00

wood glue, stikwell 1 kg can

CN

95.00

1.00

95.00

Lentrek soil treatment

LT

1,000.00

1.00

1,000.00

Solignum wood preservative (4-liter)

CN

633.00

1.00

633.00

wire mesh screen, '1/8" x 1/8" x W4' (circulation vents)

MT

60.00

3.00

180.00 26,523.00

DIV-070THERMAL & MOISTURE PROTECTION fascia board, Hardisenepa, 1" x 12" x 12'

26813455.xls

PC

529.00

6.00

3,174.00

insulation, polyethylene with aluminum backing 2 sides, 6mm RO x 1m x 50m roll

2,300.00

1.00

2,300.00 1,152.00

Plain g.i. sheet, # 26 x 4' x 8' (fascia & firewall flashing)

PC

288.00

4.00

plain stainless stl sht. gutter, rectangular shape, # 26 x L2.4m

PC

380.00

10.00

3,800.00

steel tile, Tilespan 0.4mm x 1220mm x L.S.

PC

260.00

94.00

24,440.00

Page 1 of 106

Project : Location : Owner :

MASTER FORMAT NO

DESCRIPTION OF ITEM

U/I

steel tile Spanish type ridge cap, Tilespan 0.8mm x 1220mm x 1.21m PC

U/P

QTY

SUB T/P

136.00

12.00

1,632.00

aluminum rivets

PC

0.60

200.00

120.00

g.i. wire ball strainer, # 16

PC

11.15

6.00

66.90

S- type screw

PC

1.15

250.00

287.50 36,972.40

DIV-080DOORS & WINDOWS Wood Panel Type Doors Std. size

SE

3,000.00

2.00

6,000.00

Wood Flush Type Doors Std. size

SE

1,800.00

3.00

5,400.00

D-7 PVC flush door

SE

1,500.00

2.00

3,000.00

hinges, loose pin, (Taiwan) brass, 3" x 3"

PCS

27.00

15.00

405.00

lockset, Yale door knob , keyed on one side, US5 brass #5237

SE

500.00

7.00

3,500.00

W-1 Steel casement window, French type

SF

125.00

114.00

14,250.00 32,555.00

DIV-090FINISHES ceramic tiles, Mariwasa vitrified, 12.5mm x 200mm x 200mm PC Painting

lot

16.00

240.00

3,840.00

20,000.00

1.00

20,000.00 23,840.00

DIV-100SPECIALTIES kitchen sink, double basin, stainless steel

SE

3,500.00

1.00

3,500.00 3,500.00

DIV-150MECHANICAL/SANITARY A. HOUSE DRAIN 75mm cleanout

pcs.

22.00

1.00

22.00

75mm long sweep elbow

pcs.

22.00

3.00

66.00

75mm x 50mm Tee

pcs.

22.00

2.00

44.00

75mm x 75mm Tee-Wye

pcs.

22.00

2.00

44.00

75mm P-trap

pcs.

22.00

1.00

22.00

75mm x 3000mm Pvc soil pipe

pcs.

300.00

1.00

300.00

75mm floor drain

pcs.

50.00

1.00

50.00

75MM X 3000MM Pvc soil pipe

pcs.

300.00

2.00

600.00

75mm x 1/8bend elbow

pcs.

22.00

2.00

44.00

75mm x 75mm Tee

pcs.

22.00

2.00

44.00

75mm cleanout

pcs.

22.00

1.00

22.00

75mm x 50mm Tee-Wye

pcs.

22.00

2.00

44.00

75mm x 50mm cross-tee

pcs.

22.00

1.00

22.00

75mm floor drain

pcs.

22.00

1.00

22.00

50mm x 3000mm Pvc pipe

pcs.

200.00

4.00

800.00

50mm x 50mm elbpw

pcs.

22.00

2.00

44.00

B. SOIL STACK

C. WASTE & VENT PIPE

26813455.xls

Page 2 of 106

Project : Location : Owner :

MASTER FORMAT NO

DESCRIPTION OF ITEM 50mm x 50mm Tee

U/I

U/P

QTY

SUB T/P

pcs.

22.00

3.00

66.00

20mm x 3000mm Pvc pipe

pcs.

45.00

2.00

90.00

20mm tee

pcs.

8.00

1.00

8.00

20mm elbow

pcs.

8.00

1.00

8.00

20mm x 12mm reducer bushing

pcs.

8.00

2.00

16.00

12mm tee

pcs.

8.00

4.00

32.00

12mm plain elbow

pcs.

8.00

2.00

16.00

12mm elbow one face threaded

pcs.

8.00

6.00

48.00

12mm shower control valve

pcs.

120.00

2.00

240.00

12mm shower heads

pcs.

150.00

2.00

300.00

12mm faucet

pcs.

45.00

2.00

90.00

Teflon tape

rolls

10.00

4.00

40.00

Solvent cement 220gms/can

can

45.00

1.00

45.00

Water closet with tank and accessories

sets

2,200.00

2.00

4,400.00

10mm water supply control valve

pcs.

35.00

2.00

70.00

12mm x 10mm reducer bushing

pcs.

8.00

2.00

16.00

10mm x 50mm nipple

pcs.

8.00

2.00

16.00

plastic water supply hose

pcs.

25.00

2.00

50.00

lavatory with P-trap, faucet and accessories

sets

1,500.00

2.00

3,000.00

10mm water supply control valve

pcs.

35.00

2.00

70.00

10mm water supply hose

pcs.

25.00

2.00

50.00

soap holder

pcs.

100.00

2.00

200.00

paper holder

pcs.

100.00

2.00

200.00

towel bar

pcs.

200.00

4.00

800.00

100mm x 100mm floor drain

pcs.

45.00

2.00

90.00

g.i. ball valve, 12mm dia

PC

250.00

4.00

1,000.00

g.i. hose bibb, 12mm dia

PC

70.00

2.00

D. WATER SUPPLY

E. FIXTURES & ACCESSORIES

140.00 13,291.00

DIV-160ELECTRICAL

26813455.xls

circuit breaker, Class CTL branch, Westinghouse/ GE, 40A 220V

PR

115.00

1.00

115.00

circuit breaker, Class CTL main, Westinghouse/ GE, 20A 220V

PR

220.00

5.00

1,100.00

circuit breaker, Class CTL main, Westinghouse/ GE, 15A 220V

PR

2.00

2.00

4.00

conductor, 'copper AWG, Phelp Dodge stranded (power)

(#12) Thhn

MT

5.33

112.00

596.96

conductor, copper AWG, Phelp Dodge (lighting)

(#14) Thhn solid

MT

5.33

90.00

479.70

conductor, copper AWG, Phelp Dodge

(#10) Thhn stranded MT

8.95

10.00

89.50

Page 3 of 106

Project : Location : Owner :

MASTER FORMAT NO

DESCRIPTION OF ITEM

conductor, copper AWG, Phelp Dodge

U/I

U/P

QTY

SUB T/P

(#8) Thhn stranded

MT

12.57

10.00

125.70

conductor, copper AWG, Phelps Dodge (#6) Thhn stranded

MT

40.00

30.00

1,200.00

electrical tape, 20-m

RO

20.00

5.00

100.00

fixture: bulb receptacle, porcelain, 4" x 4"

PC

35.00

18.00

630.00

panel box, 'Lighting/power main lug, Ever/NEMA spaces (8max)

8 - 1"

EA

350.00

1.00

350.00

pipe, PVC moldplex, 20mm dia x 50m- roll

MT

10.75

100.00

1,075.00

pipe, RSC conduit, 1" dia (25mm) x 3m

PC

340.00

5.00

1,700.00

pipe, RSC entrance cap, 1" dia (25mm)

PC

75.00

1.00

75.00

pipe, RSC long sweep elbow, 1" dia (25mm)

PC

125.00

1.00

125.00

plate, 1-device space, telephone, Toshiba

PC

65.00

2.00

130.00

plate, 1-device space, Toshiba

PC

65.00

2.00

130.00

plate, 2-devices space, Toshiba

PC

65.00

7.00

455.00

plate, 3-devices space, Toshiba

PC

65.00

1.00

65.00

conveniece outlet, grounding type 10A 250V, Toshiba DG3951

PC

73.00

14.00

1,022.00

outlet, tandem type (range), 40A 250V, with plate,Toshiba DC2583

PC

260.00

1.00

260.00

receptacle, weatherproofed, 10A 250V, Eagle

PC

65.00

1.00

65.00

telephone modular wall flush jack with plate, TEC

SE

66.25

2.00

132.50

telephone wire, Paciflex jacketed 22/3C or AT&T 4C/24

MT

9.33

20.00

186.60

telephone wiring block (entrance bridge)

SE

392.00

1.00

392.00

telephone, outdoor wiring box, hinged door, 4-terminal

SE

392.00

1.00

392.00

box, junction utility, rectangular flush mounted pvc, Neltex orange, 2" x 4" ***

PC

15.00

35.00

525.00

box, 'junction, octagonal flush mounted pvc, Neltex orange, 4" x 4"

PC

15.00

14.00

210.00 11,730.96

DIVISI SUB-TOTAL SUMMARY ON AMOUNT 6,170.00 DIV-020SITE WORK 19,187.50 DIV-030CONCRETE 10,702.50 DIV-040MASONRY 87,000.00 DIV-050METALS 26,523.00 DIV-060WOOD & PLASTICS 36,972.40 DIV-070THERMAL & MOISTURE PROTECTION 32,555.00 DIV-080DOORS & WINDOWS 23,840.00 DIV-090FINISHES 3,500.00 DIV-100SPECIALTIES 13,291.00 DIV-150MECHANICAL/SANITARY 11,730.96 DIV-160ELECTRICAL 271,472.36 TOTAL DIRECT COST OF MATERIALS 67,868.09 TOTAL DIRECT COST OF LABOR 25% OF MATERIALS 339,340.45 TOTAL DIRECT COST OF LABOR & MATERIALS

26813455.xls

Page 4 of 106

Project : Location : Owner :

MASTER FORMAT NO

DESCRIPTION OF ITEM

Prepared by:

26813455.xls

U/I

U/P

QTY

SUB T/P

Conforme:

FEDERICO "BOB" D. DAVID

EDGARDO M. BONDOC

A R C H I T E C T

O W N E R

Page 5 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

DIV-010 GENERAL REQUIREMENTS 010 Overhead & Miscellaneous Data 010-000 Overhead 0200 INSURANCE, All risk type 0600 Public Liability 0010 PERMITS 013 Submittals 013-300 Survey Data 1200 Crew for building layout, 3 man crew 014 Quality Control 014-100 Testing Services 1800 TESTING, Compressive strength, cylinders, delivered to lab 015 Construction Facilities & Temporary Controls 015-100 Temporary Utilities 0350 Lighting, incl. service lamps, wiring & outlets 0400 Power for temporary lighting only, per month, minimum per month 015-250 Construction Aids 0014 STEEL SCAFFOLDING, Rent, 1 use per mo., no plank 0090 Building exterior 0460 Building interior walls, (area) up to 16' high 0800 Building interior floor area, up to 30' high 015-400 Security 0010 WATCHMAN Service, monthly basis, uniformed man

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

A-7

1

34

LABOR

EQUIPMENT

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

Job

1.00

0.00

0.00

0.00

0

Job

1.00

0.00

0.00

0.00

0

Job

1.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0.00

2,887.50

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0.00

770.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

3

0

1-Elec

COST

Day

Ea.

1.00

5.00

0.06

CSF Flr

2.00

9.39

24.26

0.00

0

CSF Flr

2.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

3 Carp

16.8

15.9

CSF

89.00

2,227.23

5,739.39

0.00

3 Carp

22.7

2.77

CSF

21.00

505.31

990.41

0.00

3 Carp

90

0.93

CCF

28.00

210.21

336.88

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0

Hr.

1.00

Page 6 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

016 Material & Equipment 016-400 Equipment Rental 0010 CONCRETE EQUIPMENT RENTAL without operators 1300 Finisher, concrete floor, gas, manual, 3 blade, 36" trowel 1800 Mixer, powered, mortar & concrete, gas 2120 Pump, concrete, truck mounted, 4" line, 80' boom 2700 Vibrators, concrete, Gas engine, 5H.P. 0010 EARTHWORK EQUIPMENT RENTAL without operators 1300 Vibratory plate compactor, gas, 24" plate, 5000 lb. blow 0010 GENERAL EQUIPMENT RENTAL 7800 Welding Machine, electric, 300 amp 8100 Wheelbarrow, any size

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0

0.00

0.00

0

0.00

0.00

0.00 0.00

0.00

4.75

Ea.

1.00

1.44

102.99

308.00

4.83

Ea.

1.00

1.83

99.14

298.38

67.83

Ea.

1.00

17.71

1,501.50

4,514.13

1.41

Ea.

1.00

0.54

28.88

0.00

0.00

0.00

3.18

102.99

308.00

0.00

0.00

0.00

0 5.65

Ea.

1.00

0

86.63

17.18

Ea.

3.00

10.68

297.41

895.13

2.05

Ea.

4.00

0.00

52.75

157.85

Page 7 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

017 Contract Closeout 017-100 Final Cleaning 0011 CLEANING UP After job completion 0100 Cleanup of floor area, Final

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

A-5

11.5

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0

0.00

0.00

1.00

0.00

0.00

0.00

14.32

47.41

799.41

91.79

0

Project

2.8

MSF

0.00 0.00

Page 8 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

022 Earthwork 022-200 Excavation/Backfill/Compact 0010 BACKFILL by hand, no compaction, light soil 0300 COMPACTION in 6" layers, hand tamp 0600 COMPACTION in 6" layers, Vibrating plate 0010 EXCAVATING, STRUCTURAL Hand, pits to 6' deep, sandy soil 1400 EXCAVATING, TRENCH or continuous footing, common earth By hand with pick & shovel to 6' deep, light soil

022-800 Soil Treatment 0020 TERMITE PRETREATMENT, Slab & Walls, residential 0400 Insecticides for termite control 025 Paving & Surfacing 025-100 Walk/Road/Parking Paving 0310 SIDEWALKS, DRIVEWAYS & PARKING, concrete 3,000psi, no base, 4" thick

Extra strength, T&G joints, 8" diameter

027-400 Septic Systems 0100 SEPTIC TANKS Not incl. excav. Or piping, precast, 2,000 gallon 2200 Excavation for septic tank, 3/4 C.Y. backhoe 028 Site Improvements 028-100 Irrigation Systems 0800 SPRINKLER IRRIGATION SYSTEM for lawns, residential system, custom, 1" diameter supply

028-300 Fences & Gates 1400 Gate for 6' High fence, 1-5/8" frame, 3' wide, galvanized steel 1401 Gate for 6' High fence, 1-5/8" frame, 5' wide, galvanized steel 0600 Fence Grill,Open rail, rustic, 3 rails, 3' high 029 Landscaping (see sub-con details)

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

14

23.55

C.Y.

330.00

0.00

6,733.65

1 Clab

20.6

5.72

C.Y.

118.00

0.00

1,635.48

0.00

A-1

60

1.96

C.Y.

118.00

0.00

561.06

222.61

1 Clab

8

25.25

C.Y.

202.00

0.00

7,213.17

0.00

0.00

0.00

0.00

1 Clab

8

16

C.Y.

128.00

0.00

4,570.72

0.00

0.00

0.00

6,449.00

1,489.72

1,613.86

3,103.58

2.00

36.58

52.36

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

2,840.68

2,686.30

0.00

0.00

0.00

0.00

10,275.44

12,474.46

0.00

0.00

0.00

0.00

12.71

12.71

5.08

0

0.00

0.00

0

0.00

0.00

0.00

0 0 1 Skwk

1508

4.03

SF Flr.

1 Skwk

14.2

0.14

Gal.

B-24

600

025-150 Unit Pavers 1500 PAVING BLOCKS on 4" thick sand bed laid flat, 4.5 per S.F. 025-800 Pavement Marking 0010 PAINTING LINES On pavement, reflectorized white, 4" wide 026 Piped Utilities 026-010 Piped Utilities 0200 BEDDING For pipe and conduits, not incl. compaction, sand 0500 Compacting bedding in trench 0200 EXCAVATION & BACKFILL hand excavate & trim for pipe 8" dia. 027 Sewerage & Drainage 027-100 Subdrainage System 1020 PIPING, DRAINAGE & SEWAGE, CONCRETE, non- reinforced pipe,

COST

1 Clab

cast in place with 6 x 6 - W1.4 x W1.4 mesh, broomed finish,

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

8.02

S.F.

1,604.00

0 D-1

110

37.65

S.F.

2,077.00

0 B-78

20000

0.03

L.F.

132.00

0.00

0.00

0.00

B-6

150

0.14

C.Y.

7.00

46.49

43.25

18.06

A-1

90

0.02

C.Y.

2.00

0.00

6.35

2.50

1 Clab

155

2.08

L.F.

320.00

B-21

200

0.00

591.36

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0

0.00

0.00

0.00

669.42

624.10

115.35

0.00

0.00

1.87

L.F.

107.00

0

0.00

0.00

B-21

5

1.4

Ea.

2.00

3,118.50

465.85

86.63

B-12F

145

0.28

C.Y.

20.00

0.00

95.87

120.51

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

1,630.48

1,408.14

0.00

0.00

0.00

B-20

2619

4.33

S.F.

3,850.00

0

0.00

B-80

10

0.4

Ea.

1.00

122.24

125.13

81.81

B-81

17

2.7

Ea.

4.00

816.20

831.60

546.70

B-1

160

1.43

L.F.

76.00

437.44

421.34

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

Page 9 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

Stairs, Free standing

3200

Slab on grade, direct 4" thick, chute

PREPARED BY: ARCH. FEDERICO D. DAVID

0.00

0

0.00

0.00

0.00 0.00

0.00 1,066.80

C-1

235

63.67

SFCA

3,745.00

4,109.20

21,771.56

720.91

C-2

560

22.45

S.F.

2,088.00

2,451.83

7,878.02

241.16

C-2

605

31.88

SFCA

3,228.00

2,982.67

11,309.30

310.70

2 Carp

50

5.76

Ea.

144.00

0.00

2,065.14

0.00

1 Carp

155

0.7

L.F.

107.00

273.95

249.23

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

4 Rodm

3200

13.39

Lb.

10,708.00

5,153.23

5,359.35

0.00

4 Rodm

3000

12.32

Lb.

8,958.00

4,311.04

4,828.36

0.00

4 Rodm

5800

6.24

Lb.

8,325.00

4,166.66

2,243.59

0.00

4 Rodm

4200

11

Lb.

11,004.00

4,872.02

4,236.54

0.00

4 Rodm

4200

0.68

Lb.

684.00

329.18

263.34

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

22,638.00

0.00

0.00

0.00

0.00

712.25

1,894.59

62.68

0.00

0.00

0.00

436.59

1,164.24

39.50

0.00

0.00

0.00

0.00

3,018.40

1,433.74

0.00

0.00

0.00

0.00

2,304.23

1,091.48

0.00

0.00

0.00

0.00

852.20

402.33

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

1,683.70

115.85

0.00

0.00

0.00

0.00

764.03

52.15

0.00

0.00

0.00

0.00

1,300.24

89.72

0.00

0.00

0

C.Y.

245.00

0 C-15

120

5.55

LF Nose

74.00

0 C-15

285

3.42

S.F.

108.00

0 C-20

40

9.8

C.Y.

49.00

0 C-20

45

7.47

C.Y.

42.00

0 C-20

110

2.76

C.Y.

38.00

0 C-6

120

0

C.Y.

0.00

0 C-6

55

5.57

C.Y.

51.00

0 C-6

150

PLACING CONCRETE and vibrating, incl. labor & equipment

033-450 Concrete Finishing 0200 Steel trowel finish, for resilient tiles 0950 Cement topping, laid after, 1:1:1-1/2 mix, 2" thick 034 Precast Concrete 034-500 Architectural Precast 0010 WALL MOLDINGS, Fiberglass reinforced cement 034-800 Precast Specialties 1050 LINTELS, Precast concrete, 6" wide, 8" high, stock units to 12' long

0.00

34,331.45

PLACING CONCRETE and vibrating, incl. labor & equipment Footing Tie Beams & Grade beams, direct chute

4300

0

7,370.59

PLACING CONCRETE and vibrating, incl. labor & equipment Footings, spread, under 1 C.Y., direct chute

COST

0.00

5,038.00

PLACING CONCRETE and vibrating, incl. labor & equipment Footings, continuous, shallow, direct chute

2400

TOTAL L&M

COST

0.00

SFCA

PLACING CONCRETE and vibrating, incl. labor & equipment Elevated slabs, less than 6" thick, pumped

1900

LABOR

0

97.61

PLACING CONCRETE and vibrating, incl. labor & equipment Columns, square or round, pumped

1400

COST

310

PLACING CONCRETE and vibrating, incl. labor & equipment Beams & girders, Roof beams, elevated, pumped

0400

QUANTITY MATERIAL

C-2

CONCRETE IN PLACE Incl. forms & reinforcing steel, Stair landings, free standing

0050

BARE COSTS UNIT

OUTPUT HOURS

DIV-030 CONCRETE 031 Concrete Formwork 031-100 Struct C.I.P. Formwork 0650 FORMS IN PLACE, BEAMS & GIRDERS, 12" wide, 4 use 6150 FORMS IN PLACE, COLUMNS 16" X 16" plywood, 4 use 1150 FORMS IN PLACE, ELEVATED SLABS, flat plate to 15' high, 4 use 0150 FORMS IN PLACE, GRADE BEAM, 4 use 1050 SHORES, Erect & strip, by hand, Vertical members to 13' high 0010 WATERSTOP, PVC 1-1/2" diameter 032 Concrete Reinforcement 032-100 Reinforcing Steel 0102 REINFORCING IN PLACE, Beams & Girders, #3 to #7 0202 REINFORCING IN PLACE, Columns, #3 to #7 0402 REINFORCING IN PLACE, Elevated Slabs, #4 to #7 0502 REINFORCING IN PLACE, Footings, #4 to #7 0602 REINFORCING IN PLACE, Slab on grade, #3 to #7 033 Cast-In-Place Concrete 033-100 Structural Concrete 0150 CONCRETE, READY MIX Regular weight, 3000 psi 6800 CONCRETE IN PLACE Incl. forms & reinforcing steel, 7000

MAN

CREW

2.52

C.Y.

63.00

0 C-6

110

4.31

C.Y.

79.00

0

0.00

0.00

0.00

C-9

625

13.88

S.F.

8,543.00

0.00

4,933.58

986.72

C-10

500

51.26

S.F.

8,543.00

8,387.09

16,938.63

2,466.79

0.00

0.00

0.00

0.00

0.00

D-1

175

22.66

L.F.

1,992.00

18,022.62

7,515.82

0.00

0.00

0.00

45,229.80

18,348.91

3,700.62

0

0.00

0 0 D-4

190

56.07

L.F.

2,670.00

0.00

Page 10 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

DIV-040 MASONRY 041 Mortar & Masonry Accessories 041-000 Mortar 0010 CEMENT 40 kg. bag 042 Unit Masonry 042-200 Concrete Unit Masonry 4100 CONCRETE HOLLOW BLOCKS, 4" thick, tooled joints 4150 CONCRETE HOLLOW BLOCKS, 6" thick, tooled joints 044 Stone 044-550 Marble 2510 Flooring, polished tiles, 12" x 12" x 3/8" thick, Thin set, average 3550 Thresholds, 3' long, 7/8" thick, 5" wide, Beveled 044-650 Granite 0220 GRANITE Cut to size, polished face, 3/4" thick, counter top 044-750 Slate 3100 SLATE Stair landings, 1" thick, clear 3600 SLATE Stair treads, sand finish, 1" thick x 12" wide, 3 L.F. to 6 L.F.

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

21,730.36

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

Bag

1,070.00

D-8

430

53.29

S.F.

4,584.00

7,412.33

18,001.37

0.00

D-8

400

78.41

S.F.

6,273.00

12,800.06

26,566.16

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00 0.00

D-11

0

9.21

S.F.

276.00

4,064.45

3,267.50

D-12

24

1

Ea.

6.00

160.55

340.73

0.00

0.00

0.00

27,197.94

10,523.01

5,488.16

0.00

0.00

0 D-10

130

32.38

S.F.

841.00

0

0.00

0.00

D-1

65

1.05

S.F.

34.00

647.96

346.89

0.00

D-10

120

3.08

L.F.

74.00

2,222.22

1,068.38

524.22

Page 11 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

DIV-050 METALS 050 Metal Materials, Coatings & Fastenings 051-200 Structural Steel 1300 STRUCTURAL STEEL ROOF FRAMING, 1 storey, complete system 1600 STRUCTURAL STEEL ROOF FRAMING, 2 storey, complete system 055 Metal Fabrications 055-200 Handrails & Railings 0780 RAILING, PIPE Stainless steel, 3 Rail, 1-1/2" diameter, Mirror finish 0400 RAILING, ORNAMENTAL, Hand forged wrought iron 055-400 Castings 0100 CONSTRUCTION CASTINGS Manhole covers 16" x 16", cast iron

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0

0.00

0.00

0.00

0.00

E-5

12.9

7.75

Ton

10.00

18,768.75

3,080.00

1,694.00

E-5

10.6

11.32

Ton

12.00

26,565.00

4,481.40

2,471.70

0.00

0.00

0.00

E-4

120

3.14

L.F.

94.00

12,485.55

1,275.70

110.38

1-Sswk

12

7.67

L.F.

92.00

13,282.50

3,072.69

0.00

0.00

0.00

E-4

46

2.44

Ea.

28.00

3,234.00

994.46

85.70

0

0.00

0

0

0.00

0.00

0.00

Page 12 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

accessories, trim & sealants, 1/4" thick, flat sheets

G-3

062 Finish Carpentry 062-200 Millworks Moldings 1 Carp 0550 MOLDINGS, BASE Baseboard, Wood, 1" x 4" 1 Carp 0110 MOLDINGS, CASINGS Wood, 1" x 3-1/2" 1 Carp 1300 MOLDINGS, CEILINGS Wood, 1" x 3" 1 Carp 3170 MOLDINGS, WINDOW & DOOR Door trim set, 1 head 2 sides, 4-1/2"wide 228-5950MOLDINGS, WINDOW & DOOR Window trim sets,incl. casings, header, stops, stool & apron, 2-1/2" wide, average

1 Carp

062-300 Shelving 0700 SHELVING Plywood, 3/4" thick with lumber edge, 24" wide 064 Architectural Woodwork 064-100 Custom Casework 0840 CABINETS Kitchen base cabinets, hardwoodn not incl. counter top

9800 5600 1040 2340 3040 4042 8100

PREPARED BY: ARCH. FEDERICO D. DAVID

QUANTITY MATERIAL COST

TOTAL L&M

COST

COST

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

Lb.

1,000.00

1,732.50

0.00

0.00

0

Lb.

100.00

173.25

0.00

0.00

0

Lb.

100.00

221.38

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

1000

0

L.F.

0.00

0.00

0.00

0.00

180

6.68

L.F.

600.00

1,051.05

2,402.40

103.95

225

2.25

L.F.

500.00

105.88

1,029.88

0.00

0.00

0.00

1400

6.07

S.F.

4,415.00

3,059.60

2,294.70

84.99

0.00

0.00

0 0 0 1020

30.94

S.F.

7,984.00

0 0

0.00

0.00

0.00

0.00

0.00

87,604.44

10,912.13

307.38

0.00

0.00

0.00

0.00

0.00

0.00

9.96

L.F.

1,992.00

3,067.68

3,566.18

0.00

220

5.5

L.F.

1,223.00

3,201.81

2,001.13

0.00

300

6.72

L.F.

1,992.00

2,799.26

2,377.45

0.00

5.3

6.22

Opng.

33.00

2,541.00

2,255.14

0.00

0.00

0.00

0.00

1,536.15

1,511.90

0.00

0.00

0.00

426.20

555.09

24.95

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

200

0 10

4.2

Opng.

42.00

0 F-1

LABOR

0

70

1.54

L.F.

108.00

0.00

24" deep, 35" high, prefinished, one top drawer, one door below, 18" wide 2 Carp

23.3

0.69

Ea.

8.00

1,617.00

247.17

0.00

CABINETS Range or sink base, two doors below, 36" wide

20.3

0.1

Ea.

1.00

259.88

35.42

0.00

0.00

0.00

0.00

1,684.38

221.66

0.00

0.00

0.00

0.00

2 Carp

CABINETS Kitchen wall cabinets, hardwood, 12" deep with two doors 24" high, 36" wide

0100

BARE COSTS UNIT

OUTPUT HOURS

DIV-060 WOOD & PLASTICS 060 Fasteners & Adhesives 060-500 Fasteners & Adhesives 0700 NAILS Common, 3d to 60d, plain, Galvanized, material only 2000 NAILS Finish nails, 4d to 10d, plain, Galvanized, material only 2700 NAILS Concrete nails, hardened steel, 3/4" to 3" long, plain, Galvanized 061 Rough Carpentry 061-100 Wood Framing F-2 6002 FRAMING, CEILINGS Suspended, 2" x 3" F-2 6082 FRAMING, ROOFS Fascia boards, 2" x 10" 0602 GROUNDS for casework, 1" x 1-1/2" wood strips, on masonry for plaster1 Carp 061-150 Sheathing F-2 0102 SHEATHING Plywood on roof, 1/2" thick 061-280 Mineral Fiber Cement Panel 2100 MINERAL FIBER CEMENT PANEL Hardiflex, incl.panels, fasteners,

1540 4720

MAN

CREW

0 2 Carp

22.7

CASEWORK, FRAMES Base cabinets, counter storage, 36" high, one bay

0.62

Ea.

7.00

0

18" wide

1 Carp

2.7

2.96

Ea.

8.00

1,232.00

1,062.60

0.00

CASEWORK, FRAMES Wardrobe, 7' high, single, 24" wide

1 Carp

2.7

19.63

Ea.

53.00

10,712.63

7,039.73

0.00

CABINET DOORS Hardwood raised panel, 18" wide, 30" high

1 Carp

14

0.57

Ea.

8.00

438.90

205.59

0.00

CABINET HARDWARE Catches, maximum

1 Carp

80

1.06

Ea.

85.00

589.05

382.88

0.00

CABINET HARDWARE Door handles & pulls, projecting, wood, maximum 1 Carp

68

1.25

Ea.

85.00

523.60

449.97

0.00

CABINET HARDWARE Drawer tracks/glides, maximum

1 Carp

24

0.33

Pr.

8.00

246.40

120.12

0.00

CABINET HARDWARE Cabinet hinges, maximum

1 Carp

68

1.25

Pr.

85.00

981.75

449.97

0.00

VANITIES Vanity bases, 2 doors, 30" high, 21" deep, 36" wide

2 Carp

13.33

1.65

Ea.

11.00

5,187.88

592.90

0.00

Page 13 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS ITEM NO.

DAILY ITEM DESCRIPTION

DIV-070 THERMAL & MOISTURE PROTECTION 071 Waterproofing & Dampproofing 071-100 Sheet Waterproofing ELASTOMERIC WATERPROOFING Fiberglass reinforced, fluid applied 2 Rofc 2100 MEMBRANE WATERPROOFING On slabs, 3 ply, felt G-1 0600 072 Insulation & Fireproofing 072-200 Roof & Deck Insulation 1 Rofc 0460 ROOF INSULATION Fibergalss in 4' x 8' sheets, 1-1/16" thick, R3.8 073 Shingles & Roof Tiles 073-100 Shingles 1 Rofc 0150 ASPHALT SHINGLES Standard strip shingles, Inorganic, class A 1 Rofc 0700 ASPHALT SHINGLES Hip & Ridge roll shingles 074 Preformed Roofing & Siding 074-100 Preformed Panels G-3 0700 STEEL ROOFING Coloured, ribbed, on steel frame, 26 gauge 076 Flashing & Sheet Metal 076-200 Sheet Metal Flash & Trim 1 Shee 0010 FLASHING Gauge 24, colored, wall type, 24" wide 1 Shee 2800 GUTTERS 26 gauge galvanized steel, colored, S-type, 36" wide 1 Carp 0010 GUTTER GUARD 6" wide strip, aluminum mesh

PREPARED BY: ARCH. FEDERICO D. DAVID

MAN

CREW

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

500

7

S.F.

1,749.00

3,838.18

2,289.44

0.00

2100

1.59

S.F.

471.00

371.74

480.54

63.47

0.00

0.00

0.00

0 0 1000

0.00

0.00

0.00

7,494.03

2,547.97

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

4,402.00 237,267.80

262,689.35

0.00

225.23

215.22

0.00

0

0.00

0.00

0

0.00

0.00

0.00

5,211.36

4,690.22

130.28

0.00

0.00

0.00

7.79

S.F.

5.5

800.61

Sq.

400

0.65

L.F.

1000

13.54

S.F.

7,786.00

260.00

3,384.00

0 0

0.00

0.00

0.00

0.00

145

3.22

S.F.

468.00

234.23

1,324.32

0.00

120

4.82

L.F.

575.00

1,051.53

1,970.24

0.00

500

1.15

L.F.

575.00

431.68

409.54

0.00

Page 14 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

Embossed, full panel, 3'-0" wide x 7'-0" high

082 Wood & Platic Doors 082-050 Wood & Plastic Doors 0440 WOOD FRAMES Exterior frame, incl. ext. trim, 2" x 6" deep 3040 WOOD FRAMES Interior frame, 2" x 5" deep 0380 WOOD DOOR, ARCHITECTURAL Flush, interior, 7 ply, hollow core Walnut face, 3'-0" wide x 7'-0" high

1020 3280

COST

16

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

356.13

48.13

0.00

0.00

0.00

882.61

316.66

13.88

0.00

0.00

0.13

Ea.

1.00

0.88

Ea.

7.00

0 0

2.12

0.00

0.00

0.00

0.00

F-2

375

1.19

L.F.

221.00

1,565.56

425.43

17.02

F-2

375

1.83

L.F.

340.00

2,238.39

654.50

26.18

0.00

0.00

0.00

F-2

17

0.24

Ea.

2.00

431.20

84.70

0.00

0.00

0.00

1,905.75

452.38

19.83

0.00

0.00

0.00

4,908.75

255.06

11.36

0.00

0.00

0.00 22.00

0 0 F-2

16

1.25

Ea.

10.00

0 F-2

14

0.71

Ea.

5.00

0

3.73

Molded hardboard, 3'-0" wide x 7'-0" high

F-2

13

1.38

Ea.

9.00

3,170.48

493.76

WOOD DOORS Entrance door, 1-3/4" x 3'-0" x 7'-0", six panel

F-2

15

0.27

Ea.

2.00

1,174.25

96.25

0.00

0.00

0.00

F-2

10

3.6

Ea.

18.00

5,024.25

1,299.38

57.17

0.00

0.00

0.00

WOOD DOORS Interior closet, bi-fold, with hardware, no frame or trim

083-100 Sliding Doors 0100 GLASS, SLIDING Wood, 1/2" tempered insul. Glass, 6'-0" wide 0450 GLASS, SLIDING Aluminum, 1/2" tempered insul. Glass, 6'-0" wide 083-800 Sound Retardant Doors 0010 ACOUSTICAL Incl. framed seals, 3'-0" x 7'-0", wood, 27 STC rating 085 Metal Windows 085-100 Steel Windows 0100 STEEL SASH Custom units, glazing & trim not included, Casement, 100% vented,

2500 STEEL SASH Picture window, glazing & trim not included, 085-200 Aluminum Windows 0300 ALUMINUM SASH Stock, grade C, glazed & trim not incl., Sliding 087 Hardware 087-100 Finish Hardware 0020 DEADLOCKS Mortise, heavy duty, double cylinder 1200 DEADLOCKS Night latch, outside key 1900 DOORSTOPS Holder & bumper, plunger type, door mounted 0010 ENTRANCE LOCKS Cylinder, grip handle, deadlocking latch 0400 HINGES Full mortise, avg.freq., brass base, 4-1/2" x 4-1/2" US10 0010 KICKPLATE 6" high, for 3' door, stainless steel 1700 LOCKSET Standard duty, cylindrical, with sectional trim, residential, interior door

0 0

087-200 Operators 0010 AUTOMATIC OPENERS Double simultaneous doors, one way 2400 DOOR CLOSER Rack & pinion, Top jamb mount, regular arm 087-500 Door/Window Accessories 1000 DOOR ACCESSORIES Knockers, brass, standard 088 Glazing 088-100 Glass 0010 REFLECTIVE GLASS 1/4" float with fused metallic oxide, tinted 0010 WINDOW GLASS Clear Float, stops, putty bed, 1/8" thick 089 Glazed Curtain Wallls 089-200 Glazed Curtain Walll 0010 WINDOW WALLS Aluminum, stock, including glazing

4.24

2 Carp

4

0.5

Ea.

1.00

1,309.00

179.99

0.00

2 Carp

4

0.5

Ea.

1.00

558.25

179.99

0.00

0.00

0.00

0.00

0 F-2

1.5

0

0.00

0.00

0.00

0

Ea.

0.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

2 Sswk

200

6.45

S.F.

645.00

33,523.88

2,582.58

0.00

2 Sswk

200

0.49

S.F.

49.00

1,013.99

196.20

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0 2 Sswk

200

0

S.F.

0.00

1 Carp

9

0.33

Ea.

3.00

600.60

121.28

0.00

1 Carp

10

0.1

Ea.

1.00

96.25

36.00

0.00

1 Carp

24

1.08

Ea.

26.00

1,101.10

390.39

0.00

1 Carp

9

0.44

Ea.

4.00

685.30

161.70

0.00

0

Pr.

66.00

3,811.50

0.00

0.00

0.13

Ea.

2.00

64.68

47.93

0.00

0.00

0.00

0.00

338.80

360.36

0.00

0.00

0.00

0.00

2,310.00

404.25

0.00

0.00

0.00

0.00

1 Carp

15

0 1 Carp.

16

MORTISE LOCKSET Comm., wrought knobs & full escutheon trim Non-keyed, passage

PREPARED BY: ARCH. FEDERICO D. DAVID

F-2

WOOD DOORS, PANELED Interior, six panel, hollow core, 1-3/8" thick

Louvered, pine, 6'-8" x 6'-0" wide

0020

QUANTITY MATERIAL

0

WOOD DOORS, DECORATOR Hand curved door Mahogany, 3'-0" wide x 7'-0" high

1780

15

WOOD DOOR, ARCHITECTURAL Flush, interior, 7 ply, H.P. plastic laminate, 2'-0" wide x 7'-0" high

4020

F-2

STEEL FRAMES, KNOCK DOWN 18 gauge, up to 5-3/4" deep 7'-0" high, 3'-0" wide, single

1720

BARE COSTS UNIT

OUTPUT HOURS

DIV-080 DOORS & WINDOWS 081 Metal Doors & Frames 081-100 Steel Doors & Frames 0600 RESIDENTIAL STEEL DOOR Prehung, insulated, exterior, 0100

MAN

CREW

1

Ea.

16.00

0 1 Carp

9

1.11

Ea.

10.00

0 2 Skwk

1.7

9.44

Pr.

2.00

9,201.50

3,503.50

0.00

1 Carp

6

0.33

Ea.

2.00

415.80

119.35

0.00

0.00

0.00

0.00

128.98

45.05

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0 1 Carp

16

0.13

Ea.

2.00

2 Glaz

115

3.09

S.F.

178.00

2,569.88

1,120.47

0.00

2 Glaz

480

2.66

S.F.

645.00

2,483.25

968.47

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

7,024.33

1,123.89

0.00

H-2

160

3.34

S.F.

178.00

Page 15 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

3/4" channels,24" O.C.

1 Lath

092 Lath, Plaster & Gypsum Board 092-100 Gypsum/Cement Plaster J-1 0310 CEMENT PLASTER 3/4" thick, troweled finish, on walls 092-600 Gypsum/Plywood/Cement Board System 0150 DRYWALL Plywood, nailed or screwed to studs, on ceilings, 1/4" thick 2 Carp 093 Tile 093-100 Ceramic Tile D-7 5110 CERAMIC TILE Floors, unglazed or glazed, set with tile adhesive D-7 5800 CERAMIC TILE Walls, unglazed or glazed, set with tile adhesive 093-300 Quarry Tile QUARRY TILE Base, stair tred & riser, 3/4" thick, abrasive D-7 2800 094 Terrazzo 094-200 Precast Terrazzo D-1 1600 TERRAZZO, PRECAST Floor tiles, non-slip, 1-1/2" thick, 16" x 16" 095 Accoustical Trearment & Wood Flooring 095-250 Acoustical Space Units 0100 SOUND ABSORBING PANELS Perforated Steel facing, painted, with

190

105

space units, ceiling or wall hung, white or colored

1 Carp

095-600 Wood Strip Flooring 5600 WOOD FLOOR Parquetry, standard, 5/16" thick, not incl. finish, Teak 1 Carp A-1A 7800 WOOD FLOOR Sanding & finishing, fill, polyurethane,wax 096 Flooring & Carpet 096-150 Marble Flooring D-7 0200 MARBLE Thin gauge tile, thin set, on floors D-7 0300 MARBLE Thin gauge tile, thin set, on walls 096-350 Brick Flooring 0600 FLOORING Sidewalk or Patios, on sand bed, laid flat no mortar, Paving blocks, 4.5 per S.F., herringbone pattern

096-900 Carpet Tile 1100 CARPET TILE Tufted, 24" x 24", 24 oz. nylon 099 Painting & Wall Covering 099-100 Exterior Painting 0100 SIDING Exterior, oil base, primer or sealer coat, brushwork 0800 SIDING Exterior, oil base paint, two coats, brushwork 8100 SIDING Exterior, water base, primer or sealer coat, brushwork 8800 SIDING Exterior, water base paint, two coats, brushwork 099-200 Interior Painting 1000 CABINETS & CASEWORK Primer coat, oil base, brushwork 2000 CABINETS & CASEWORK Paint per 1 coat, oil base, brushwork 0500 DOORS & WINDOWS Flush door & frame, 3'x7', per side, oil, primer coat, brushwork

2000

7000 3800 3920 7000

0.00

0.00

0

0.00

0.00

0.00

3,936.72

11,022.82

0.00

0

0.00

0.00

0

0.00

0.00

0.00

15,108.56

39,604.95

1,809.12

0.00

0.00

0.00

30.68

120.97

S.F.

S.Y.

5,843.00

2,540.00

5.83

S.F.

5,829.00

0.00

1,683.12

2,131.96

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

3,833.06

0.00

490

34.43

S.F.

2,040.00

9,306.99

11,191.95

0.00

0.00

0.00

0.00

2,046.35

4,185.72

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

4,790.84

5,696.75

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 47

21

100

12.84

17.24

0

S.F.

S.F.

S.F.

302.00

181.00

0.00

0

0.00

100

12.93

S.F.

1,293.00

15,307.50

4,654.48

0.00

295

4.36

S.F.

1,293.00

1,294.29

1,244.51

273.79

0.00

0.00

0.00

0

0.00

0.00

0.00

60

9.21

0 S.F.

276.00

3,108.11

3,001.85

0.00

52

0

S.F.

0.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

9,715.69

14,969.35

0.00

0.00

0.00

0.00

3,799.95

425.23

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

110

37.65

S.F.

2,077.00

80

1.18

S.Y.

94.00

2 Pord

2800

0

S.F.

0.00

0.00

0.00

0.00

2 Pord

1850

0

S.F.

0.00

0.00

0.00

0.00

2 Pord

2800

4.7

S.F.

6,273.00

718.49

1,449.06

0.00

2 Pord

1850

7.06

S.F.

6,273.00

1,328.31

2,294.35

0.00

0.00

0.00

0.00

0 1 Pord

680

3.6

S.F.

2,398.00

276.97

1,200.20

0.00

1 Pord

600

3.9

S.F.

2,398.00

276.97

1,338.68

0.00

0.00

0.00

0.00

29.57

236.78

0.00

0.00

0.00

0.00

28.64

251.79

0.00

0.00

0.00

0.00

19.40

200.97

0.00

0.00

0.00

0.00

18.71

215.70

0.00

0.00

0.00

0.00

124.51

1,406.79

0.00

0.00

0.00

0.00

0 1 Pord

17

0.71

Ea.

12.00

0 1 Pord

16

0.75

Ea.

12.00

0 1 Pord

15

0.6

Ea.

9.00

0 1 Pord

14

0.64

Ea.

9.00

0 1 Pord

10

4.2

Ea.

42.00

0

119.66

1,406.79

0.00

MISCELLANEOUS Grilles, per side, oil base, primer coat, brushwork

1 Pord

550

0.47

S.F.

248.00

23.87

152.77

0.00

MISCELLANEOUS Grilles, per side, oil base, paint 2 coats, brushwork

1 Pord

340

0.74

S.F.

248.00

33.42

243.47

0.00

0.00

0.00

0.00

153.38

728.57

0.00

0.00

0.00

0.00

383.46

1,802.26

0.00

0.00

0.00

0.00

47.93

306.77

0.00

0.00

0.00

0.00

57.52

335.53

0.00

0.00

0.00

0.00

561.04

1,009.87

0.00

0.00

0.00

0.00

1,122.08

1,683.12

0.00

0.00

0.00

0.00

2,674.98

4,161.08

0.00

0.00

0.00

0.00

MISCELLANEOUS Trim, wood, incl. puttying under 6" wide

0 1 Pord

900

MISCELLANEOUS Trim, wood, incl. puttying under 6" wide 1 Pord

370

L.F.

1,992.00

5.48

L.F.

1,992.00

0 1 Pord

550

MISCELLANEOUS Cornice, simple design, wood,

0.93

S.F.

498.00

0 1 Pord

500

WALLS & CEILINGS Concrete, drywall or plaster, oil base, primer coat

1

S.F.

498.00

0 1 Pord

2040

WALLS & CEILINGS Concrete, drywall or plaster, oil base,

2.91

S.F.

5,829.00

0 1 Pord

1190

WALLS & CEILINGS Masonry or concrete block, oil base, primer coat,

5.1

S.F.

5,829.00

0 1 Pord

1224

WALLS & CEILINGS Masonry or concrete block, oil base,

4100 WALLS & CEILINGS Silicone, water repellent, 2 coats, spray 0010 VARNISH 1 coat + sealer, on wood trim, no sanding included 0100 VARNISH Harwood floors, 1 coat, no sanding included, brushwork 099-700 Wallpaper 3600 WALL COVERING Adhesive, 5 gal. lot 3700 WALL COVERING Wall paper

2.24 0

MISCELLANEOUS Cornice, simple design, wood,

Paint 2 coats, Smooth finish, brushwork

PREPARED BY: ARCH. FEDERICO D. DAVID

0.00

42.00

Smooth finish, brushwork

2800

0.00

0

Ea.

Paint 2 coats, Smooth finish, Roller

2000

0.00

4.2

Smooth finish, Roller

0840

0.00

10

Paint 1 coat, oil base, brushwork

0240

0.00

0

1 Pord

Primer coat, oil base, brushwork

8250

0.00

per side,oil, paint 1 coat, brushwork

Paint 3 coats, oil base, brushwork

8000

0.00

4,350.02

DOORS & WINDOWS Windows, incl. frame & trim, 4'x8'opening,

Primer coat, oil base, brushwork

7450

0.00

0

655.00

DOORS & WINDOWS Windows, incl. frame & trim, 4'x8'opening, per side,oil, primer coat, brushwork

COST

0.00

S.F.

DOORS & WINDOWS Panel door & frame, 3'x7', per side, oil, paint 1 coat, brushwork

TOTAL L&M

COST

0.00

0 1 Tilf

LABOR

0

11.79

DOORS & WINDOWS Panel door & frame, 3'x7', per side, oil, primer coat, brushwork

6800

D-1

COST

470

DOORS & WINDOWS Flush door & frame, 3'x7', per side, oil, paint 1 coat, brushwork

2200

QUANTITY MATERIAL

0

fiberglass or mineral fiber, no backs, 2-1/4" thick, modular

2000

BARE COSTS UNIT

OUTPUT HOURS

DIV-090 FINISHES Metal Support Sytems 01 092-050 Furring & Lathing 8720 FURRING Suspended ceilings, including, 2" carriers, 24" O.C., with

1000

MAN

CREW

13.51

S.F.

15,440.00

0 1 Pord

756

21.23

S.F.

15,440.00

3,863.86

6,836.06

0.00

1 Pord

2000

0.87

S.F.

1,749.00

437.69

0.00

0.00

1 Pord

400

0

S.F.

0.00

0.00

0.00

0.00

1 Pord

2380

0

S.F.

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 1 Pape

640

0

Gal.

0.00

0.00

0.00

0.00

0

S.F.

0.00

0.00

0.00

0.00

Page 16 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS DAILY

ITEM NO.

ITEM DESCRIPTION

4200 4300 4600

6290 6500 0400

34

13

TOTAL L&M

COST

COST

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

85.66

10.59

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

44.28

27.62

0.00

0.00

0.00

0.00

0.03

0.08

Ea.

Ea.

1.00

1.00

0 1

Ea.

10.00

4,908.75

359.98

0.00

BATHROOM ACCESSORIES Grab bar, straight, 1-1/4" dia., 36" long

1 Carp

20

0.5

Ea.

10.00

808.50

179.99

0.00

0.00

0.00

0.00

BATHROOM ACCESSORIES Mirror with 5" stainless steel shelf,

0

3/4" sq. frame, 18" x 24"

1 Carp

20

0.5

Ea.

10.00

1,299.38

179.99

0.00

BATHROOM ACCESSORIES Napkin/Tampon dispenser, recessed

1 Carp

15

0.67

Ea.

10.00

6,930.00

239.66

0.00

BATHROOM ACCESSORIES Robe hook, single, regular

1 Carp

36

0.28

Ea.

10.00

175.18

100.10

0.00

0.00

0.00

0.00

741.13

179.99

0.00

0.00

0.00

0.00

BATHROOM ACCESSORIES Soap dispenser, chrome,

0 1 Carp

20

BATHROOM ACCESSORIES Toilet tissue dispenser,

0.5

Ea.

10.00

0

surface mounted, stainless steel, single roll

1 Carp

30

0.33

Ea.

10.00

184.80

120.31

0.00

BATHROOM ACCESSORIES Toilet seat

1 Plum

40

0.25

Ea.

10.00

281.05

105.88

0.00

BATHROOM ACCESSORIES Towel bar, stailess steel, 30" long

1 Carp

21

0.48

Ea.

10.00

452.38

171.33

0.00

0.00

0.00

0.00

2,387.00

721.88

MEDICINE CABINETS Sliding mirror doors, 24" x 19" x 8-1/2"

0 1 Carp

ITEM DESCRIPTION

5

2

DAILY

MAN

CREW

Ea.

10.00

QUANTITY MATERIAL

OUTPUT HOURS

single face

1 Carp ITEM DESCRIPTION

COST

DIV-160 ELECTRICAL 230 Residential Service-Single Phase, 200 amperes 900 Lighting, Flourescent, incl. fixture, lamp, outlet box & wiring 910 Lighting, Incandescent, incl. fixture, lamp, outlet box, conduit & wiring

COST

COST

0.00

0.00

0.00

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

0.00

0.00

0.00

12,474.00

3,232.85

DAILY

MAN

CREW

L.F.

108.00

0.00

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

ITEM DESCRIPTION

TOTAL L&M

0

9

DAILY

LABOR

0

12

DIV-150 MECHANICAL/SANITARY 920 Plumbing -Two Fixture Bathroom incl. WC, lav., acc., pipe & fittings 931 Plumbing -Three Fixture Bathroom incl. Bathtub, WC, lav., acc., pipe & fittings 933 Plumbing -Three Fixture Bathroom incl. Shower, WC, lav., acc., pipe & fittings 940 Plumbing -Four Fixture Bathroom incl. Shower, Bathtub, WC, lav., acc., pipe & fittings 950 Plumbing -Five Fixture Bathroom incl. Shower, Bathtub,WC, 2 lav., acc., pipe & fittings 910 Fire Sprinkler Systems, Wet, ordinary hazard, 2,000S.F. on 1 floor

0.00

BARE COSTS UNIT

DIV-110 EQUIPMENT 110 Equipment 110-500 Library Equipment 0300 LIBRARY EQUIPMENT Bookshelf, metal, 90" high, 10" shelf,

PREPARED BY: ARCH. FEDERICO D. DAVID

LABOR

0

10

ITEM NO.

ITEM NO.

COST

1 Carp

unlighted

ITEM NO.

QUANTITY MATERIAL

dispensers, mirror & shelf, flush mounted

surface mounted, liquid

6100

BARE COSTS UNIT

OUTPUT HOURS

DIV-100 SPECIALTIES 105 Lockers, Protective Covers & Postal Specialties 105-520 Mail Boxes 0100 MAIL BOXES Horiz., key lock, 5"H x 6"W x 15"D, alum., Front loading 1 Carp 108 Toilet & Bath Accessories & Scales 108-200 Bath Accessories 0200 BATHROOM ACCESSORIES Curtain rod, stainless steel, 5' long,1"dia. 1 Carp 0500 BATHROOM ACCESSORIES Dispenser units, combined soap & towel 1100 3500

MAN

CREW

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

0

System

1.00

1,631.65

2,017.50

0.00

0

System

0.00

0.00

0.00

0.00

0

System

8.00

19,725.71

24,549.14

0.00

0

System

0.00

0.00

0.00

0.00

0

System

1.00

4,966.02

4,241.55

0.00

0

System

2.00

12,696.11

18,928.14

MAN

CREW

0.00

BARE COSTS UNIT

QUANTITY MATERIAL

OUTPUT HOURS

COST

LABOR

TOTAL L&M

COST

COST

0

0.00

0.00

0.00

0

0.00

0.00

0.00

3,016.48

4,573.42

0.00

0

System

2.00

0

System

0.00

0.00

0.00

0

System

0.00

0.00

0.00

Page 17 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA DAILY

ITEM NO.

ITEM DESCRIPTION

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS MAN

CREW

BARE COSTS UNIT

OUTPUT HOURS

DIV-010 GENERAL REQUIREMENTS 010 Overhead & Miscellaneous Data 010-000 Overhead 0200 INSURANCE, All risk type 0600 Public Liability 0010 PERMITS 013 Submittals 013-300 Survey Data 1200 Crew for building layout, 3 man crew 014 Quality Control 014-100 Testing Services 1800 TESTING, Compressive strength, cylinders, delivered to lab 015 Construction Facilities & Temporary Controls 015-100 Temporary Utilities 0350 Lighting, incl. service lamps, wiring & outlets 0400 Power for temporary lighting only, per month, minimum per month 015-250 Construction Aids 0014 STEEL SCAFFOLDING, Rent, 1 use per mo., no plank 0090 Building exterior 0460 Building interior walls, (area) up to 16' high 0800 Building interior floor area, up to 30' high 015-400 Security 0010 WATCHMAN Service, monthly basis, uniformed man

A-7

1

24

ITEM DESCRIPTION

COST 0.00 0.00

0.00

0.00

Job

0.00

0.00

Job

0.00

0.00

Job

0.00

0.00

0.00

0.00

0.00

0.00

Day

0.00

0.00

1,500.00

2,887.50

0.00

0.00

0.00 Ea.

0.00

0.00 80.00

154.00

0.00

0.00

0.00 1-Elec

34

0.24

CSF Flr

2.44

4.70

CSF Flr

0.00 6.30

12.13

0.00

0.00

0.00

0.00

0.00 3 Carp

16.8

1.43

3 Carp

22.7

3 Carp

90

0.00

CSF

13.00

25.03

33.50

64.49

1.06

CSF

12.50

24.06

24.50

47.16

0.27

CCF

3.90

7.51

6.25

12.03

Hr. EQUIP.

0.00

0.00

0.00

0.00

HOURLY UNIT

RENT

OPERATOR FACTOR

Material & Equipment

PREPARED BY: ARCH. FEDERICO D. DAVID

FACTOR

0.00

FACTOR

016 016-400 Equipment Rental 0010 CONCRETE EQUIPMENT RENTAL without operators 1300 Finisher, concrete floor, gas, manual, 3 blade, 36" trowel 1800 Mixer, powered, mortar & concrete, gas 2120 Pump, concrete, truck mounted, 4" line, 80' boom 2700 Vibrators, concrete, Gas engine, 5H.P. 0010 EARTHWORK EQUIPMENT RENTAL without operators

LABOR

COST 0.00

CREW

ITEM NO.

MATERIAL FACTOR

PER DAY

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00 38.00

Ea.

0.75

1.44

0.00 53.50

102.99

38.60

Ea.

0.95

1.83

51.50

99.14

542.60

Ea.

9.20

17.71

780.00

1,501.50

11.25

Ea.

0.28

0.54

15.00

28.88

0.00

0.00

Page 18 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 1300 0010 7800 8100

Vibratory plate compactor, gas, 24" plate, 5000 lb. blow

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS 45.20

Ea.

1.65

3.18

GENERAL EQUIPMENT RENTAL Welding Machine, electric, 300 amp Wheelbarrow, any size DAILY

ITEM NO.

ITEM DESCRIPTION

45.80

Ea.

ITEM NO.

ITEM DESCRIPTION

4.10

Ea.

By hand with pick & shovel to 6' deep, light soil

022-800 Soil Treatment 0020 TERMITE PRETREATMENT, Slab & Walls, residential 0400 Insecticides for termite control 025 Paving & Surfacing 025-100 Walk/Road/Parking Paving 0310 SIDEWALKS, DRIVEWAYS & PARKING, concrete 3,000psi,

1.85

CREW

UNIT

FACTOR

PREPARED BY: ARCH. FEDERICO D. DAVID

99.14

0.00

6.85

A-5

0.00

11.5

1.57

DAILY

MAN

CREW

13.19

MSF

LABOR

COST

Project

FACTOR

COST

0.00

0.00

0.00

0.00

0.00 1.72

3.31

0.00 29.00

55.83 BARE COSTS

UNIT

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

1 Clab

14

0.57

C.Y.

0.00

10.60

20.41

1 Clab

20.6

0.39

C.Y.

0.00

7.20

13.86

A-1

60

0.13

C.Y.

0.00

2.47

4.75

1 Clab

8

1

C.Y.

0.00

18.55

35.71

0.00 1 Clab

8

1

C.Y.

0.00

0.00 18.55

0.00

35.71 0.00

1 Skwk

1508

0.01

SF Flr.

0.12

0.23

0.13

0.25

1 Skwk

14.2

0.56

Gal.

9.50

18.29

13.60

26.18

0.00

0.00

0.00

0.00

0.00

0.00

0.00 B-24

600

0.04

S.F.

0.92

025-150 Unit Pavers 1500 PAVING BLOCKS on 4" thick sand bed laid flat, 4.5 per S.F. 025-800 Pavement Marking 0010 PAINTING LINES On pavement, reflectorized white, 4" wide 026 Piped Utilities 026-010 Piped Utilities 0200 BEDDING For pipe and conduits, not incl. compaction, sand

51.50

MATERIAL

cast in place with 6 x 6 - W1.4 x W1.4 mesh, broomed finish, no base, 4" thick

3.56

BARE COSTS

OUTPUT HOURS

022 Earthwork 022-200 Excavation/Backfill/Compact 0010 BACKFILL by hand, no compaction, light soil 0300 COMPACTION in 6" layers, hand tamp 0600 COMPACTION in 6" layers, Vibrating plate 0010 EXCAVATING, STRUCTURAL Hand, pits to 6' deep, sandy soil 1400 EXCAVATING, TRENCH or continuous footing, common earth

102.99

MAN

OUTPUT HOURS

017 Contract Closeout 017-100 Final Cleaning 0011 CLEANING UP After job completion 0100 Cleanup of floor area, Final

53.50

0.00

1.77

0.00 0.87

0.00 D-1

110

0.15

S.F.

2.57

4.95

0.00 3.12

0.00 B-78

20000

0

L.F.

0.05

0.10

0.16

C.Y.

3.45

6.64

0.10 0.00

0.00 150

6.01 0.00

0.05

0.00 B-6

1.67

0.00 3.21

6.18

Page 19 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0500 Compacting bedding in trench 0200 EXCAVATION & BACKFILL hand excavate & trim for pipe 8" dia. 027 Sewerage & Drainage 027-100 Subdrainage System 1020 PIPING, DRAINAGE & SEWAGE, CONCRETE, non- reinforced pipe, Extra strength, T&G joints, 8" diameter

027-400 Septic Systems 0100 SEPTIC TANKS Not incl. excav. Or piping, precast, 2,000 gallon 2200 Excavation for septic tank, 3/4 C.Y. backhoe 028 Site Improvements 028-100 Irrigation Systems 0800 SPRINKLER IRRIGATION SYSTEM for lawns, residential system, custom, 1" diameter supply

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

A-1

90

0.09

C.Y.

0.00

1.65

3.18

1 Clab

155

0.05

L.F.

0.00

0.96

1.85

B-21

200

0.14

L.F.

3.25

0.00

0.00

0.00 3.03

5.83

1,559.25

121.00

232.93

0.00

2.49

4.79

0.00 B-21

5

5.6

Ea.

B-12F

145

0.11

C.Y.

810.00

0.00

0.00

0.00

0.00

0.00

0.00 B-20

2619

0.01

S.F.

0.22

0.42

0.00 0.19

0.00

0.37 0.00

Gate for 6' High fence, 1-5/8" frame, 3' wide, galvanized steel

B-80

10

3.2

Ea.

63.50

122.24

65.00

125.13

Gate for 6' High fence, 1-5/8" frame, 5' wide, galvanized steel

B-81

17

5.4

Ea.

106.00

204.05

108.00

207.90

B-1

160

0.15

L.F.

2.99

5.76

2.88

5.54

Fence Grill,Open rail, rustic, 3 rails, 3' high Landscaping

0.00

(see sub-con details)

ITEM NO.

0.00

0.00 6.26

028-300 Fences & Gates 1400 1401 0600 029

0.00

0.00

0.00 DAILY ITEM DESCRIPTION

DIV-030 CONCRETE 031 Concrete Formwork 031-100 Struct C.I.P. Formwork 0650 FORMS IN PLACE, BEAMS & GIRDERS, 12" wide, 4 use 6150 FORMS IN PLACE, COLUMNS 16" X 16" plywood, 4 use 1150 FORMS IN PLACE, ELEVATED SLABS, flat plate to 15' high, 4 use 0150 FORMS IN PLACE, GRADE BEAM, 4 use 1050 SHORES, Erect & strip, by hand, Vertical members to 13' high 0010 WATERSTOP, PVC 1-1/2" diameter 032 Concrete Reinforcement 032-100 Reinforcing Steel 0102 REINFORCING IN PLACE, Beams & Girders, #3 to #7 0202 REINFORCING IN PLACE, Columns, #3 to #7 0402 REINFORCING IN PLACE, Elevated Slabs, #4 to #7 0502 REINFORCING IN PLACE, Footings, #4 to #7 PREPARED BY: ARCH. FEDERICO D. DAVID

0.00

MAN

CREW

BARE COSTS UNIT

OUTPUT HOURS

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

C-2

310

0.16

SFCA

0.76

1.46

3.54

6.81

C-1

235

0.14

SFCA

0.57

1.10

3.02

5.81

C-2

560

0.09

S.F.

0.61

1.17

1.96

3.77

0.48

0.92

1.82

3.50

0.00

7.45

14.34

2.56

1.21

2.33

C-2

605

0.08

SFCA

2 Carp

50

0.32

Ea.

1 Carp

155

0.05

L.F.

1.33

0.00

0.00

0.00

0.00

4 Rodm

3200

0.01

Lb.

0.25

0.48

0.26

0.50

4 Rodm

3000

0.01

Lb.

0.25

0.48

0.28

0.54

4 Rodm

5800

0.01

Lb.

0.26

0.50

0.14

0.27

4 Rodm

4200

0.01

Lb.

0.23

0.44

0.20

0.39

Page 20 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0602 REINFORCING IN PLACE, Slab on grade, #3 to #7 033 Cast-In-Place Concrete 033-100 Structural Concrete 0150 CONCRETE, READY MIX Regular weight, 3000 psi 6800 CONCRETE IN PLACE Incl. forms & reinforcing steel, Stairs, Free standing

7000

C-15

285

0.25

S.F.

C-20

40

1.6

C.Y.

C-20

45

1.42

C.Y.

C-20

110

0.58

C.Y.

C-6

120

0.4

C.Y.

C-6

55

0.87

C.Y.

C-6

150

0.32

C.Y.

2.10

ITEM DESCRIPTION

DIV-040 MASONRY 041 Mortar & Masonry Accessories 041-000 Mortar PREPARED BY: ARCH. FEDERICO D. DAVID

0.00 0.00

92.40

0.00

0.00

0.00 13.30

25.60

4.04

5.60

10.78

32.00

61.60

28.50

54.86

11.65

22.43

7.85

15.11

17.15

33.01

6.30

12.13

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 C-6

110

0.44

C.Y.

0.00

0.00 8.55

0.00 C-9

625

0.01

S.F.

C-10

500

0.05

S.F.

0.51

0.00 0.30

0.58

0.98

1.03

1.98 0.00

0.00 175

0.09

L.F.

4.70

9.05

0.00 1.96

0.00 D-4

190

0.17

DAILY

MAN

CREW

L.F.

16.94

3.77 0.00

3.57

6.87 BARE COSTS

UNIT OUTPUT HOURS

8.80

16.46

0.00 0.00

D-1

0.39

0.00

0.00

PLACING CONCRETE and vibrating, incl. labor & equipment Slab on grade, direct 4" thick, chute

0.20

0.00

9.63

PLACING CONCRETE and vibrating, incl. labor & equipment

033-450 Concrete Finishing 0200 Steel trowel finish, for resilient tiles 0950 Cement topping, laid after, 1:1:1-1/2 mix, 2" thick 034 Precast Concrete 034-500 Architectural Precast 0010 WALL MOLDINGS, Fiberglass reinforced cement 034-800 Precast Specialties 1050 LINTELS, Precast concrete, 6" wide, 8" high, stock units to 12' long ITEM NO.

5.00

PLACING CONCRETE and vibrating, incl. labor & equipment

Footing Tie Beams & Grade beams, direct chute

4300

LF Nose

48.00

PLACING CONCRETE and vibrating, incl. labor & equipment

Footings, spread, under 1 C.Y., direct chute

3200

0.6

0.48

PLACING CONCRETE and vibrating, incl. labor & equipment

Footings, continuous, shallow, direct chute

2400

120

0.25

PLACING CONCRETE and vibrating, incl. labor & equipment

Elevated slabs, less than 6" thick, pumped

1900

Lb.

PLACING CONCRETE and vibrating, incl. labor & equipment

Columns, square or round, pumped

1400

0.01

C.Y. C-15

Beams & girders, Roof beams, elevated, pumped

0400

4200

CONCRETE IN PLACE Incl. forms & reinforcing steel, Stair landings, free standing

0050

4 Rodm

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

Page 21 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0010 CEMENT 40 kg. bag 042 Unit Masonry 042-200 Concrete Unit Masonry 4100 CONCRETE HOLLOW BLOCKS, 4" thick, tooled joints 4150 CONCRETE HOLLOW BLOCKS, 6" thick, tooled joints 044 Stone 044-550 Marble 2510 Flooring, polished tiles, 12" x 12" x 3/8" thick, Thin set, average 3550 Thresholds, 3' long, 7/8" thick, 5" wide, Beveled 044-650 Granite 0220 GRANITE Cut to size, polished face, 3/4" thick, counter top 044-750 Slate 3100 SLATE Stair landings, 1" thick, clear 3600 SLATE Stair treads, sand finish, 1" thick x 12" wide, 3 L.F. to 6 L.F. ITEM NO.

ITEM DESCRIPTION

Bag

ITEM DESCRIPTION

DIV-060 WOOD & PLASTICS 060 Fasteners & Adhesives 060-500 Fasteners & Adhesives 0700 NAILS Common, 3d to 60d, plain, Galvanized, material only PREPARED BY: ARCH. FEDERICO D. DAVID

10.55

20.31

0.00

0.00

0.00

0.00

0.00

D-8

430

0.09

S.F.

0.84

1.62

2.04

3.93

D-8

400

0.1

S.F.

1.06

2.04

2.20

4.24

0.00

0.00

0.00

0.00

D-11

0

0.27

S.F.

7.65

14.73

6.15

11.84

D-12

24

1.33

Ea.

13.90

26.76

29.50

56.79

0.00 D-10

130

0.31

S.F.

16.80

32.34

0.00 6.50

12.51

0.00

0.00

D-1

65

0.25

S.F.

9.90

19.06

5.30

10.20

D-10

120

0.33

L.F.

15.60

30.03

7.50

14.44

DAILY

MAN

CREW

BARE COSTS UNIT

OUTPUT HOURS

DIV-050 METALS 050 Metal Materials, Coatings & Fastenings 051-200 Structural Steel 1300 STRUCTURAL STEEL ROOF FRAMING, 1 storey, complete system 1600 STRUCTURAL STEEL ROOF FRAMING, 2 storey, complete system 055 Metal Fabrications 055-200 Handrails & Railings 0780 RAILING, PIPE Stainless steel, 3 Rail, 1-1/2" diameter, Mirror finish 0400 RAILING, ORNAMENTAL, Hand forged wrought iron 055-400 Castings 0100 CONSTRUCTION CASTINGS Manhole covers 16" x 16", cast iron ITEM NO.

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

E-5

12.9

6.2

Ton

975.00

1,876.88

160.00

308.00

E-5

10.6

7.55

Ton

1,150.00

2,213.75

194.00

373.45

0.00

0.00

0.00

0.00

E-4

120

0.27

L.F.

69.00

132.83

7.05

13.57

1-Sswk

12

0.67

L.F.

75.00

144.38

17.35

33.40

18.45

35.52

0.00 E-4

46

0.7

DAILY

MAN

CREW

Ea.

60.00

115.50

0.00 BARE COSTS

UNIT OUTPUT HOURS

MATERIAL FACTOR

Lb.

0.90

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

1.73

0.00

Page 22 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 2000 NAILS Finish nails, 4d to 10d, plain, Galvanized, material only 2700 NAILS Concrete nails, hardened steel, 3/4" to 3" long, plain, Galvanized 061 Rough Carpentry 061-100 Wood Framing F-2 6002 FRAMING, CEILINGS Suspended, 2" x 3" F-2 6082 FRAMING, ROOFS Fascia boards, 2" x 10" 1 Carp 0602 GROUNDS for casework, 1" x 1-1/2" wood strips, on masonry for plaster 061-150 Sheathing F-2 0102 SHEATHING Plywood on roof, 1/2" thick 061-280 Mineral Fiber Cement Panel 2100 MINERAL FIBER CEMENT PANEL Hardiflex, incl.panels, fasteners, accessories, trim & sealants, 1/4" thick, flat sheets

G-3

062 062-200 Millworks Moldings 1 Carp 0550 MOLDINGS, BASE Baseboard, Wood, 1" x 4" 1 Carp 0110 MOLDINGS, CASINGS Wood, 1" x 3-1/2" 1 Carp 1300 MOLDINGS, CEILINGS Wood, 1" x 3" 1 Carp 3170 MOLDINGS, WINDOW & DOOR Door trim set, 1 head 2 sides, 4-1/2"wide 228-5950 MOLDINGS, WINDOW & DOOR Window trim sets,incl. casings,

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS Lb.

0.90

1.73

0.00

Lb.

1.15

2.21

0.00

0.00

0.00

0.00 0.02

L.F.

0.22

0.42

0.37

0.71

180

0.09

L.F.

0.91

1.75

2.08

4.00

225

0.04

L.F.

0.11

0.21

1.07

2.06

0.00 1400

0.01

S.F.

0.36

1 Carp

062-300 Shelving 0700 SHELVING Plywood, 3/4" thick with lumber edge, 24" wide 064 Architectural Woodwork 064-100 Custom Casework 0840 CABINETS Kitchen base cabinets, hardwoodn not incl. counter top 1540 4720

9800 5600 1040 2340 3040 4042

0.27

0.00

0.00 1020

0.03

S.F.

5.70

10.97

0.00 0.71

0.00

1.37 0.00

0.00

0.00

200

0.04

L.F.

0.80

1.54

0.93

1.79

220

0.04

L.F.

1.36

2.62

0.85

1.64

300

0.03

L.F.

0.73

1.41

0.62

1.19

5.3

1.51

Opng.

40.00

77.00

35.50

68.34

10

0.8

Opng.

19.00

36.58

18.70

36.00

0.00

0.00

0.00 F-1

0.52

70

0.11

L.F.

2.05

3.95

0.00 2.67

5.14

0.00

0.00

0.00

0.00

0.00

0.00

24" deep, 35" high, prefinished, one top drawer, one door below, 18" wide 2 Carp

23.3

0.69

Ea.

105.00

202.13

16.05

30.90

CABINETS Range or sink base, two doors below, 36" wide

2 Carp

20.3

0.79

Ea.

135.00

259.88

18.40

35.42

2 Carp

22.7

0.71

Ea.

125.00

240.63

16.45

31.67

CABINETS Kitchen wall cabinets, hardwood, 12" deep with two doors 24" high, 36" wide

0100

0.69

0.00

0.00

Finish Carpentry

header, stops, stool & apron, 2-1/2" wide, average

0.00

1000

0.00

CASEWORK, FRAMES Base cabinets, counter storage, 36" high, one bay

0.00

0.00

0.00

18" wide

1 Carp

2.7

2.96

Ea.

80.00

154.00

69.00

132.83

CASEWORK, FRAMES Wardrobe, 7' high, single, 24" wide

1 Carp

2.7

2.96

Ea.

105.00

202.13

69.00

132.83

CABINET DOORS Hardwood raised panel, 18" wide, 30" high

1 Carp

14

0.57

Ea.

28.50

54.86

13.35

25.70

CABINET HARDWARE Catches, maximum

1 Carp

80

0.1

Ea.

3.60

6.93

2.34

4.50

CABINET HARDWARE Door handles & pulls, projecting, wood, maximum 1 Carp

68

0.12

Ea.

3.20

6.16

2.75

5.29

CABINET HARDWARE Drawer tracks/glides, maximum

1 Carp

24

0.33

Pr.

16.00

30.80

7.80

15.02

CABINET HARDWARE Cabinet hinges, maximum

1 Carp

68

0.12

Pr.

6.00

11.55

2.75

5.29

PREPARED BY: ARCH. FEDERICO D. DAVID

Page 23 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 8100

VANITIES Vanity bases, 2 doors, 30" high, 21" deep, 36" wide

ITEM NO.

ITEM DESCRIPTION

2 Carp

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

13.33

1.2

DAILY

MAN

CREW

Ea.

ITEM NO.

ITEM DESCRIPTION

UNIT

MATERIAL FACTOR

082

Wood & Platic Doors

PREPARED BY: ARCH. FEDERICO D. DAVID

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00 0.00

500

0.03

S.F.

1.14

2.19

0.68

1.31

G-1

2100

0.03

S.F.

0.41

0.79

0.53

1.02

0.00

0.00

0.00 1 Rofc

1000

0.01

S.F.

0.50

0.96

0.00 0.17

0.33

0.00

0.00

0.00

0.00

1 Rofc

5.5

1.46

Sq.

28.00

53.90

31.00

59.68

1 Rofc

400

0.02

L.F.

0.45

0.87

0.43

0.83

0.00

0.00

0.00 G-3

1000

0.03

S.F.

0.80

1.54

0.00 0.72

0.00

1.39 0.00

0.00

0.00

1 Shee

145

0.06

S.F.

0.26

0.50

1.47

2.83

1 Shee

120

0.07

L.F.

0.95

1.83

1.78

3.43

500

0.02

L.F.

0.39

0.75

0.37

DAILY

MAN

1 Carp CREW

0.71 BARE COSTS

UNIT

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00 F-2

15

1.07

Ea.

185.00

356.13

F-2

16

1

Ea.

65.50

126.09

STEEL FRAMES, KNOCK DOWN 18 gauge, up to 5-3/4" deep 7'-0" high, 3'-0" wide, single

53.90

2 Rofc

DIV-080 DOORS & WINDOWS 081 Metal Doors & Frames 081-100 Steel Doors & Frames 0600 RESIDENTIAL STEEL DOOR Prehung, insulated, exterior, 0100

28.00

0.00

OUTPUT HOURS

Embossed, full panel, 3'-0" wide x 7'-0" high

471.63

BARE COSTS

OUTPUT HOURS

DIV-070 THERMAL & MOISTURE PROTECTION 071 Waterproofing & Dampproofing 071-100 Sheet Waterproofing ELASTOMERIC WATERPROOFING Fiberglass reinforced, fluid applied 2100 MEMBRANE WATERPROOFING On slabs, 3 ply, felt 0600 072 Insulation & Fireproofing 072-200 Roof & Deck Insulation 0460 ROOF INSULATION Fibergalss in 4' x 8' sheets, 1-1/16" thick, R3.8 073 Shingles & Roof Tiles 073-100 Shingles 0150 ASPHALT SHINGLES Standard strip shingles, Inorganic, class A 0700 ASPHALT SHINGLES Hip & Ridge roll shingles 074 Preformed Roofing & Siding 074-100 Preformed Panels 0700 STEEL ROOFING Coloured, ribbed, on steel frame, 26 gauge 076 Flashing & Sheet Metal 076-200 Sheet Metal Flash & Trim 0010 FLASHING Gauge 24, colored, wall type, 24" wide 2800 GUTTERS 26 gauge galvanized steel, colored, S-type, 36" wide 0010 GUTTER GUARD 6" wide strip, aluminum mesh

245.00

0.00 25.00

48.13

23.50

45.24

0.00 0.00

0.00 0.00

Page 24 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 082-050 Wood & Plastic Doors 0440 WOOD FRAMES Exterior frame, incl. ext. trim, 2" x 6" deep 3040 WOOD FRAMES Interior frame, 2" x 5" deep 0380 WOOD DOOR, ARCHITECTURAL Flush, interior, 7 ply, hollow core Walnut face, 3'-0" wide x 7'-0" high

1720

1020 3280

0.04

L.F.

3.68

7.08

1.00

1.93

F-2

375

0.04

L.F.

3.42

6.58

1.00

1.93

22.00

42.35

0.00 F-2

17

0.94

Ea.

112.00

215.60

0.00

0.00 F-2

16

1

Ea.

99.00

190.58

0.00 23.50

45.24

26.50

51.01

0.00

0.00

F-2

14

1.14

Ea.

510.00

981.75

Molded hardboard, 3'-0" wide x 7'-0" high

F-2

13

1.23

Ea.

183.00

352.28

28.50

54.86

WOOD DOORS Entrance door, 1-3/4" x 3'-0" x 7'-0", six panel

F-2

15

1.07

Ea.

305.00

587.13

25.00

48.13

37.50

72.19

WOOD DOORS, PANELED Interior, six panel, hollow core, 1-3/8" thick

0.00

WOOD DOORS Interior closet, bi-fold, with hardware, no frame or trim Louvered, pine, 6'-8" x 6'-0" wide

083-100 Sliding Doors 0100 GLASS, SLIDING Wood, 1/2" tempered insul. Glass, 6'-0" wide 0450 GLASS, SLIDING Aluminum, 1/2" tempered insul. Glass, 6'-0" wide 083-800 Sound Retardant Doors 0010 ACOUSTICAL Incl. framed seals, 3'-0" x 7'-0", wood, 27 STC rating 085 Metal Windows 085-100 Steel Windows 0100 STEEL SASH Custom units, glazing & trim not included, Casement, 100% vented,

2500 STEEL SASH Picture window, glazing & trim not included, 085-200 Aluminum Windows 0300 ALUMINUM SASH Stock, grade C, glazed & trim not incl., Sliding 087 Hardware 087-100 Finish Hardware 0020 DEADLOCKS Mortise, heavy duty, double cylinder 1200 DEADLOCKS Night latch, outside key 1900 DOORSTOPS Holder & bumper, plunger type, door mounted 0010 ENTRANCE LOCKS Cylinder, grip handle, deadlocking latch 0400 HINGES Full mortise, avg.freq., brass base, 4-1/2" x 4-1/2" US10 0010 KICKPLATE 6" high, for 3' door, stainless steel 1700 LOCKSET Standard duty, cylindrical, with sectional trim, residential, interior door

0020

0.00

375

WOOD DOORS, DECORATOR Hand curved door Mahogany, 3'-0" wide x 7'-0" high

1780

0.00 F-2

WOOD DOOR, ARCHITECTURAL Flush, interior, 7 ply, H.P. plastic laminate, 2'-0" wide x 7'-0" high

4020

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

MORTISE LOCKSET Comm., wrought knobs & full escutheon trim

PREPARED BY: ARCH. FEDERICO D. DAVID

0.00

0.00

0.00

F-2

10

1.6

Ea.

145.00

279.13

2 Carp

4

4

Ea.

680.00

1,309.00

93.50

179.99

2 Carp

4

4

Ea.

290.00

558.25

93.50

179.99

249.00

479.33

0.00

0.00

0.00 F-2

1.5

10.67

Ea.

485.00

933.63

0.00

0.00

0.00

0.00

0.00

0.00

0.00

2 Sswk

200

0.08

S.F.

27.00

51.98

2.08

4.00

2 Sswk

200

0.08

S.F.

10.75

20.69

2.08

4.00

0.00 2 Sswk

200

0.08

S.F.

11.20

21.56

0.00 2.08

0.00

0.00

0.00 1 Carp

9

1 Carp 1 Carp 1 Carp 1 Carp

0.00

0.89

Ea.

104.00

200.20

21.00

40.43

10

0.8

Ea.

50.00

96.25

18.70

36.00

24

0.33

Ea.

22.00

42.35

7.80

15.02

9

0.89

Ea.

89.00

171.33

21.00

40.43

Pr.

30.00

57.75

Ea.

16.80

32.34

15

0.53

0.00 12.45

23.97

11.70

22.52

0.00 1 Carp.

4.00

16

0.5

Ea.

11.00

21.18 0.00

0.00 0.00

Page 25 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA Non-keyed, passage

1 Carp

087-200 Operators 0010 AUTOMATIC OPENERS Double simultaneous doors, one way 2400 DOOR CLOSER Rack & pinion, Top jamb mount, regular arm 087-500 Door/Window Accessories 1000 DOOR ACCESSORIES Knockers, brass, standard 088 Glazing 088-100 Glass 0010 REFLECTIVE GLASS 1/4" float with fused metallic oxide, tinted 0010 WINDOW GLASS Clear Float, stops, putty bed, 1/8" thick 089 Glazed Curtain Wallls 089-200 Glazed Curtain Walll 0010 WINDOW WALLS Aluminum, stock, including glazing ITEM NO.

ITEM DESCRIPTION

9

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS 0.89

Ea.

120.00

0.00

1.7

37.78

Pr.

2,390.00

4,600.75

910.00

1,751.75

1 Carp

6

1.33

Ea.

108.00

207.90

31.00

59.68

1 Carp

16

0.5

Ea.

33.50

64.49

11.70

22.52

0.00

0.00

0.00

0.00

0.00

0.00

2 Glaz

115

0.14

S.F.

7.50

14.44

3.27

6.29

2 Glaz

480

0.03

S.F.

2.00

3.85

0.78

1.50

H-2

160

0.15

DAILY

MAN

CREW

S.F.

20.50

0.00

0.00

0.00

0.00

39.46

3.28

UNIT

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00 1 Lath

190

0.04

S.F.

0.35

0.67

0.00 0.98

0.00 105

0.38

S.Y.

3.09

5.95

0.00 8.10

0.00 2 Carp

2000

0.01

S.F.

0.15

0.29

1.89 0.00

0.00 J-1

6.31 BARE COSTS

Lath, Plaster & Gypsum Board

PREPARED BY: ARCH. FEDERICO D. DAVID

40.43

2 Skwk

DIV-090 FINISHES Metal Support Sytems 01 092-050 Furring & Lathing 8720 FURRING Suspended ceilings, including, 2" carriers, 24" O.C., with 092 092-100 Gypsum/Cement Plaster 0310 CEMENT PLASTER 3/4" thick, troweled finish, on walls 092-600 Gypsum/Plywood/Cement Board System 0150 DRYWALL Plywood, nailed or screwed to studs, on ceilings, 1/4" thick 093 Tile 093-100 Ceramic Tile 5110 CERAMIC TILE Floors, unglazed or glazed, set with tile adhesive 5800 CERAMIC TILE Walls, unglazed or glazed, set with tile adhesive 093-300 Quarry Tile QUARRY TILE Base, stair tred & riser, 3/4" thick, abrasive 2800 094 Terrazzo 094-200 Precast Terrazzo 1600 TERRAZZO, PRECAST Floor tiles, non-slip, 1-1/2" thick, 16" x 16" 095 Accoustical Trearment & Wood Flooring

21.00

0.00

OUTPUT HOURS

3/4" channels,24" O.C.

231.00

15.59 0.00

0.19

0.00

0.37 0.00

0.00

0.00

D-7

470

0.14

S.F.

3.45

6.64

3.04

5.85

D-7

490

0.14

S.F.

2.37

4.56

2.85

5.49

D-7

47

0.34

S.F.

3.52

7.20

13.86

0.00

D-1

21

0.76

S.F.

13.75

6.78

0.00

0.00

0.00

0.00

0.00

26.47 0.00

16.35

31.47 0.00

Page 26 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

095-250 Acoustical Space Units 0100 SOUND ABSORBING PANELS Perforated Steel facing, painted, with fiberglass or mineral fiber, no backs, 2-1/4" thick, modular space units, ceiling or wall hung, white or colored

Paving blocks, 4.5 per S.F., herringbone pattern

096-900 Carpet Tile 1100 CARPET TILE Tufted, 24" x 24", 24 oz. nylon 099 Painting & Wall Covering 099-100 Exterior Painting 0100 SIDING Exterior, oil base, primer or sealer coat, brushwork 0800 SIDING Exterior, oil base paint, two coats, brushwork 8100 SIDING Exterior, water base, primer or sealer coat, brushwork 8800 SIDING Exterior, water base paint, two coats, brushwork 099-200 Interior Painting 1000 CABINETS & CASEWORK Primer coat, oil base, brushwork 2000 CABINETS & CASEWORK Paint per 1 coat, oil base, brushwork 0500 DOORS & WINDOWS Flush door & frame, 3'x7', per side, oil, primer coat, brushwork

1000

1 Carp

100

0.08

S.F.

4.40

2000 2200

7000

PREPARED BY: ARCH. FEDERICO D. DAVID

0.00

0.08

S.F.

6.15

11.84

1.87

3.60

295

0.03

S.F.

0.52

1.00

0.50

0.96

0.00

0.00

0.00

0.00

D-7

60

0.27

S.F.

5.85

11.26

5.65

10.88

D-7

52

0.31

S.F.

5.85

11.26

6.50

12.51

0.00

0.00

0.00 D-1

110

0.15

S.F.

2.43

4.68

1 Tilf

80

0.1

S.Y.

21.00

40.43

0.00 3.74

0.00

7.21 0.00

2.35

0.00

4.52 0.00

0.00

0.00

2 Pord

2800

0.01

S.F.

0.07

0.13

0.12

0.23

2 Pord

1850

0.01

S.F.

0.13

0.25

0.19

0.37

2 Pord

2800

0.01

S.F.

0.06

0.11

0.12

0.23

2 Pord

1850

0.01

S.F.

0.11

0.21

0.19

0.37

0.00

0.00

1 Pord

680

0.01

S.F.

0.06

0.12

0.26

0.50

1 Pord

600

0.01

S.F.

0.06

0.12

0.29

0.56

10.25

19.73

10.90

20.98

11.60

22.33

0.00 1 Pord

17

0.47

Ea.

1.28

1 Pord

16

0.5

Ea.

1.24

1 Pord

15

0.53

Ea.

1.12

2.46

0.00

0.00 2.39

0.00

0.00 2.16

0.00

0.00 1 Pord

14

0.57

Ea.

1.08

2.08

0.00 12.45

23.97

17.40

33.50

17.40

33.50

0.00 1 Pord

10

0.8

Ea.

1.54

1 Pord

10

0.8

Ea.

1.48

DOORS & WINDOWS Windows, incl. frame & trim, 4'x8'opening, per side,oil, paint 1 coat, brushwork

3.60

100

DOORS & WINDOWS Windows, incl. frame & trim, 4'x8'opening, per side,oil, primer coat, brushwork

0.00 1.87

A-1A

DOORS & WINDOWS Panel door & frame, 3'x7', per side, oil, paint 1 coat, brushwork

6800

8.47

1 Carp

DOORS & WINDOWS Panel door & frame, 3'x7', per side, oil, primer coat, brushwork

0.00

0.00

DOORS & WINDOWS Flush door & frame, 3'x7', per side, oil, paint 1 coat, brushwork

0.00

0.00 0.00

095-600 Wood Strip Flooring 5600 WOOD FLOOR Parquetry, standard, 5/16" thick, not incl. finish, Teak 7800 WOOD FLOOR Sanding & finishing, fill, polyurethane,wax 096 Flooring & Carpet 096-150 Marble Flooring 0200 MARBLE Thin gauge tile, thin set, on floors 0300 MARBLE Thin gauge tile, thin set, on walls 096-350 Brick Flooring 0600 FLOORING Sidewalk or Patios, on sand bed, laid flat no mortar,

0.00

2.96

0.00

0.00 2.85

0.00

Page 27 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 3800 3920 7000

MISCELLANEOUS Grilles, per side, oil base, primer coat, brushwork

1 Pord

550

0.02

S.F.

0.05

0.10

0.32

0.62

MISCELLANEOUS Grilles, per side, oil base, paint 2 coats, brushwork

1 Pord

340

0.02

S.F.

0.07

0.13

0.51

0.98

MISCELLANEOUS Trim, wood, incl. puttying under 6" wide Primer coat, oil base, brushwork

7450

1 Pord

370

0.02

L.F.

0.10

0.19

ITEM DESCRIPTION

1 Pord

550

0.02

S.F.

0.05

0.10

1 Pord

500

0.02

S.F.

0.06

0.12

0

S.F.

0.05

0.10

1190

0.01

S.F.

0.10

0.19

1224

0.01

S.F.

0.09

0.17

0.67 0.00

0.09

0.17 0.00

0.15

0.29 0.00

0.14

0.00

0.27 0.00

1 Pord

756

0.01

S.F.

0.13

0.25

0.23

0.44

1 Pord

2000

0

S.F.

0.13

0.25

0.00

0.00

1 Pord

400

0.02

S.F.

0.08

0.15

0.43

0.83

1 Pord

2380

0

S.F.

0.08

0.15

0.07

0.13

0.00 1 Pape

640

0.01

DAILY

MAN

CREW

Gal.

6.95

13.38

S.F.

0.22

0.42

0.00 0.00 0.27

UNIT

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

0.00

0.00

0.00 1 Carp

34

0.24

0.52 BARE COSTS

Ea.

44.50

85.66

0.00 5.50

0.00 13

0.62

Ea.

23.00

44.28

dispensers, mirror & shelf, flush mounted

1 Carp

10

0.8

Ea.

255.00

BATHROOM ACCESSORIES Grab bar, straight, 1-1/4" dia., 36" long

1 Carp

20

0.4

Ea.

42.00

10.59 0.00

0.00 1 Carp

PREPARED BY: ARCH. FEDERICO D. DAVID

0.35

0.00 1 Pord

0.62 0.00

0.00 1 Pord

0.90 0.00

0.32

0.00 2040

0.37 0.00

0.47

0.00

OUTPUT HOURS

DIV-100 SPECIALTIES 105 Lockers, Protective Covers & Postal Specialties 105-520 Mail Boxes 0100 MAIL BOXES Horiz., key lock, 5"H x 6"W x 15"D, alum., Front loading 108 Toilet & Bath Accessories & Scales 108-200 Bath Accessories 0200 BATHROOM ACCESSORIES Curtain rod, stainless steel, 5' long,1"dia. 0500 BATHROOM ACCESSORIES Dispenser units, combined soap & towel

0.00 0.19

0.00

WALLS & CEILINGS Masonry or concrete block, oil base, Paint 2 coats, Smooth finish, brushwork

1100

0.08

WALLS & CEILINGS Masonry or concrete block, oil base, primer coat,

4100 WALLS & CEILINGS Silicone, water repellent, 2 coats, spray 0010 VARNISH 1 coat + sealer, on wood trim, no sanding included 0100 VARNISH Harwood floors, 1 coat, no sanding included, brushwork 099-700 Wallpaper 3600 WALL COVERING Adhesive, 5 gal. lot 3700 WALL COVERING Wall paper ITEM NO.

0.04

WALLS & CEILINGS Concrete, drywall or plaster, oil base,

Smooth finish, brushwork

2800

L.F.

0.00

1 Pord

Paint 2 coats, Smooth finish, Roller

2000

0.01

WALLS & CEILINGS Concrete, drywall or plaster, oil base, primer coat Smooth finish, Roller

0840

900

MISCELLANEOUS Cornice, simple design, wood, Paint 1 coat, oil base, brushwork

0240

1 Pord

MISCELLANEOUS Cornice, simple design, wood, Primer coat, oil base, brushwork

8250

0.00

MISCELLANEOUS Trim, wood, incl. puttying under 6" wide Paint 3 coats, oil base, brushwork

8000

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00 14.35

27.62

490.88

18.70

36.00

80.85

9.35

18.00

0.00

0.00

Page 28 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 3500 4200 4300 4600

BATHROOM ACCESSORIES Mirror with 5" stainless steel shelf,

6290 6500 0400

0.00 1 Carp

20

0.4

Ea.

67.50

129.94

9.35

18.00

BATHROOM ACCESSORIES Napkin/Tampon dispenser, recessed

1 Carp

15

0.53

Ea.

360.00

693.00

12.45

23.97

BATHROOM ACCESSORIES Robe hook, single, regular

1 Carp

36

0.22

Ea.

9.10

17.52

5.20

10.01

9.35

18.00

BATHROOM ACCESSORIES Soap dispenser, chrome,

0.00 20

0.4

Ea.

38.50

74.11

surface mounted, stainless steel, single roll

1 Carp

30

0.27

Ea.

9.60

18.48

6.25

12.03

BATHROOM ACCESSORIES Toilet seat

1 Plum

40

0.2

Ea.

14.60

28.11

5.50

10.59

BATHROOM ACCESSORIES Towel bar, stailess steel, 30" long

1 Carp

21

0.38

Ea.

23.50

45.24

8.90

17.13

37.50

72.19

BATHROOM ACCESSORIES Toilet tissue dispenser,

0.00

MEDICINE CABINETS Sliding mirror doors, 24" x 19" x 8-1/2"

ITEM NO.

1 Carp ITEM DESCRIPTION

5

1.6

DAILY

MAN

CREW

Ea.

124.00

238.70

1 Carp ITEM DESCRIPTION

12

0.67

DAILY

MAN

CREW

MATERIAL FACTOR

L.F. UNIT

DAILY ITEM DESCRIPTION

DIV-160 ELECTRICAL 230 Residential Service-Single Phase, 200 amperes PREPARED BY: ARCH. FEDERICO D. DAVID

LABOR

COST

60.00

FACTOR

COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

115.50

15.55

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00

0.00

System

847.61

1,631.65

1,048.05

2,017.50

System

1,205.00

2,319.63

1,233.96

2,375.37

System

1,280.89

2,465.71

1,594.10

3,068.64

System

1,650.55

3,177.31

1,873.00

3,605.53

System

2,579.75

4,966.02

2,203.40

4,241.55

System

3,297.69

6,348.05

4,916.40

9,464.07

MAN

CREW

29.93 BARE COSTS

OUTPUT HOURS

DIV-150 MECHANICAL/SANITARY 920 Plumbing -Two Fixture Bathroom incl. WC, lav., acc., pipe & fittings 931 Plumbing -Three Fixture Bathroom incl. Bathtub, WC, lav., acc., pipe & fittings 933 Plumbing -Three Fixture Bathroom incl. Shower, WC, lav., acc., pipe & fittings 940 Plumbing -Four Fixture Bathroom incl. Shower, Bathtub, WC, lav., acc., pipe & fittings 950 Plumbing -Five Fixture Bathroom incl. Shower, Bathtub,WC, 2 lav., acc., pipe & fittings 910 Fire Sprinkler Systems, Wet, ordinary hazard, 2,000S.F. on 1 floor

0.00 BARE COSTS

UNIT OUTPUT HOURS

single face

0.00

0.00

DIV-110 EQUIPMENT 110 Equipment 110-500 Library Equipment 0300 LIBRARY EQUIPMENT Bookshelf, metal, 90" high, 10" shelf,

ITEM NO.

0.00

1 Carp

unlighted

ITEM NO.

0.00

3/4" sq. frame, 18" x 24"

surface mounted, liquid

6100

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

BARE COSTS UNIT

OUTPUT HOURS

MATERIAL FACTOR

LABOR

COST

FACTOR

COST

0.00 System

783.50

1,508.24

0.00 1,187.90

2,286.71

Page 29 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 900 910

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

Lighting, Flourescent, incl. fixture, lamp, outlet box & wiring

System

90.91

175.00

152.90

294.33

Lighting, Incandescent, incl. fixture, lamp, outlet box, conduit & wiring

System

21.97

42.29

95.35

183.55

PREPARED BY: ARCH. FEDERICO D. DAVID

Page 30 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

0.00

FACTOR

REMARKS COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0.25 percent

0.00

0.00 1.55 percent

0.00

0.00 0.50 percent

0.00

0.00

0.00

0.00

0.00

0.00

4,387.50

2,887.50

0.00

0.00

0.00 0.00

0.00 234.00

154.00

0.00

0.00

0.00 0.00

0.00

0.00 25.56

16.82

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

136.01

89.51

0.00

0.00

108.23

71.23

0.00

0.00

29.69

19.54

0.00 0.00

0.00 6.90

0.00

RENT

CREW

PER WEEK FACTOR

160.00

PER MONTH

COST

COST

COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

924.00

73.15

308.00

480.00

155.00

298.38

465.00

895.13

74.31

2,345.00

4,514.13

7,025.00

13,523.13

1,044.51

45.00

86.63

135.00

259.88

21.66

0.00

0.00

0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

FACTOR

EQUIP.

Page 31 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 160.00

308.00

480.00

0.00

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS 924.00

87.01

0.00

0.00

155.00

298.38

465.00

895.13

88.17

20.50

39.46

61.50

118.39

7.89

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00 0.30 percent 6.41

COST 0.00

0.00 3.33

REMARKS

34.05

#VALUE! 65.55

BARE COSTS EQUIPMENT FACTOR

0.98

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00

10.60

20.41

0.00

7.20

13.86

1.89

3.45

6.64

0.00

18.55

35.71

0.00 0.00

0.00 18.55

0.00 0.25

0.00 0.34

0.65

0.00

23.10

44.47

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 1.79

0.00 0.00 0.04

5.69

0.23 0.00

0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

10.95 0.00

0.12

0.00 2.58

3.45 0.00

0.00

1.34

35.71

0.48

0.00

0.02

REMARKS COST

0.00 8.00

15.40

Page 32 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.65

0.56

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

1.25

2.30

4.43

0.00

0.60

1.16

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

1.08

6.84

13.17

0.00

0.00

22.50

43.31

953.50

1,835.49

3.13

6.03

5.62

10.82

0.00

0.00

0.00

0.00

0.00 0.00

0.00 0.41

0.00

0.79 0.00

42.50

81.81

171.00

329.18

71.00

136.68

285.00

548.63

0.00

5.87

11.30

0.00

0.00

0.00

0.00

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00

0.00

0.11

0.21

4.41

8.49

0.10

0.19

3.69

7.10

0.06

0.12

2.63

5.06

0.05

0.10

2.35

4.52

0.00

7.45

14.34

0.00

2.54

4.89

0.00

0.00

0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

REMARKS COST

0.00

0.00

0.51

0.98

0.00

0.53

1.02

0.00

0.40

0.77

0.00

0.43

0.83

Page 33 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

0.45

0.00

0.00 48.00

0.00 0.44

0.85 0.37

15.20

29.26

13.50

25.99

5.50

10.59

18.74

36.07

7.89

15.19

47.20

90.86

42.00

80.85

17.15

33.01

8.39

16.15

18.33

35.29

6.73

12.96

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0.54

1.04

0.00

0.00 1.18

2.27

0.00

0.00 0.43

0.83

0.00

0.00 0.59

1.14

92.40 0.00

0.00 0.19

0.87 0.00

0.00 0.00

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00 9.14

0.00

17.59 0.00

0.06

0.12

0.36

0.69

0.15

0.29

1.69

3.25

0.00

0.00

0.00 0.00

0.00 6.66

0.00 0.72

1.39

12.82 0.00

13.09

25.20

BARE COSTS EQUIPMENT FACTOR

PREPARED BY: ARCH. FEDERICO D. DAVID

TOTAL

COST

FACTOR

REMARKS COST

0.00

0.00

0.00

0.00

0.00

0.00

Page 34 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

10.55

0.00

0.00

0.00

2.88

5.54

0.00

3.26

6.28

0.00

0.00

0.00

0.00

0.00

13.80

26.57

0.00

43.40

83.55

0.00 6.53

0.00 27.14

52.24

0.00

15.20

29.26

7.08

26.78

51.55

0.00 3.68

20.31 0.00

0.00

3.39

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

REMARKS COST

0.00

0.00

0.00

0.00

0.00

0.00

88.00

169.40

1,223.00

2,354.28

107.00

205.98

1,451.00

2,793.18

0.61

0.00

0.00

0.00

0.00

1.17

76.66

147.57

0.00

92.35

177.77

80.04

154.08

0.00 1.59

3.06

0.00

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

REMARKS COST

0.00 0.90

1.73

Page 35 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

0.90

1.73

0.00

1.15

2.21

0.00

0.00

0.00

0.00

0.02

0.04

0.61

1.17

0.09

0.17

3.08

5.93

0.00

1.18

2.27

0.00

0.00

0.00

0.02

0.64

1.23

0.01

0.00

0.00

0.00 0.02

0.04

0.00 6.43

0.00

0.00

0.00

1.91

3.68

0.00

2.21

4.25

0.00

1.35

2.60

0.00

75.50

145.34

37.70

72.57

0.00 0.00

0.00

0.00 0.12

12.38 0.00

0.00

0.23

0.00 4.84

9.32

0.00

0.00

0.00

0.00

0.00

0.00

0.00

121.05

233.02

0.00

153.40

295.30

141.45

272.29

0.00

149.00

286.83

0.00

174.00

334.95

0.00

41.85

80.56

0.00

5.94

11.43

0.00

5.50

10.59

0.00

23.80

45.82

0.00

8.75

16.84

0.00 0.00

0.00

0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00

Page 36 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

273.00

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS 525.53

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00 0.07

0.00

0.00

1.82

3.50

0.13

1.01

1.94

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.67

1.29

0.00

0.00

0.00

0.00

0.00

59.00

113.58

0.00

0.88

1.69

0.00

0.00

0.00 0.02

REMARKS COST

0.04

0.00 1.54

0.00

2.96 0.00

0.00

0.00

0.00

1.73

3.33

0.00

2.73

5.26

0.00

0.76

1.46

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00

0.00

0.00 1.10

2.12

0.00 211.10

406.37

90.03

173.31

0.00 1.03

1.98 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

REMARKS COST

0.00 0.00

Page 37 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

0.00

0.04

0.08

4.72

9.09

0.04

0.08

4.46

8.59

134.97

259.82

0.00 0.97

1.87

0.00

0.00 1.03

1.98

0.00 123.53

237.80

537.68

1,035.03

0.00 1.18

2.27

0.00

0.00

0.00

1.27

2.44

212.77

409.58

1.10

2.12

331.10

637.37

184.15

354.49

0.00

773.50

1,488.99

0.00

383.50

738.24

745.00

1,434.13

0.00 1.65

3.18

0.00

0.00

0.00

0.00 11.00

21.18

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

29.08

55.98

0.00

12.83

24.70

0.00 0.00

0.00 13.28

0.00

25.56 0.00

0.00

0.00

0.00

125.00

240.63

0.00

68.70

132.25

0.00

29.80

57.37

0.00

110.00

211.75

0.00

30.00

57.75

0.00

29.25

56.31

22.70

43.70

0.00 0.00 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00 0.00

Page 38 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

141.00

271.43

0.00

3,300.00

6,352.50

0.00

139.00

267.58

45.20

87.01

0.00

0.00

0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

10.77

20.73

0.00

2.78

5.35

0.00

0.00

0.00

0.00

0.00

23.78

45.78

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0.00

0.00 1.33

0.00 0.71

0.00 11.56

0.00 0.00

22.25 0.00

0.34

0.00

0.65 0.00

0.00

0.00

0.00

6.49

12.49

0.00

5.22

10.05

10.72

20.64

0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

2.56 0.00

0.00 0.37

REMARKS COST

30.10

57.94 0.00

Page 39 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

0.00

0.00

0.00

0.00 0.00

0.00 6.27

0.00 0.11

12.07 0.00

0.00

8.02

15.44

0.21

1.13

2.18

0.00

0.00

0.00

0.00

0.00

11.50

22.14

0.00

12.35

23.77

0.00

0.00

0.00 0.00

0.00 6.17

11.88

23.35

44.95

0.00 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.19

0.37

0.00

0.32

0.62

0.00

0.18

0.35

0.00

0.30

0.58

0.00

0.00

0.00

0.32

0.62

0.00

0.35

0.67

11.53

22.20

12.14

23.37

12.72

24.49

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00

0.00 0.00

0.00 13.53

26.05

18.94

36.46

18.88

36.34

0.00 0.00

0.00

0.00 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00

Page 40 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00

0.37

0.71

0.00

0.58

1.12

0.00 0.00

0.00 0.23

0.00 0.00

0.00 0.57

0.00 0.00

0.41

0.27 0.00

0.25

0.00 0.00

0.79 0.00

0.14

0.00 0.00

0.71 0.00

0.00 0.00

1.10 0.00

0.37

0.00 0.00

0.44

0.48 0.00

0.23

0.00

0.44 0.00

0.00

0.36

0.69

0.00

0.22

0.42

0.00

0.51

0.98

0.00

0.15

0.29

0.00

0.00

0.00

6.95

13.38

0.00

0.49

0.94

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00

0.00

0.00

0.00

0.00 0.00

0.00 50.00

0.00 0.00

96.25 0.00

0.00

0.00 37.35

71.90

0.00

273.70

526.87

0.00

51.35

98.85

0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

REMARKS COST

0.00

Page 41 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA 0.00

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS 0.00

0.00

76.85

147.94

0.00

372.45

716.97

0.00

14.30

27.53

47.85

92.11

0.00

15.85

30.51

0.00

20.10

38.69

0.00

32.40

62.37

161.50

310.89

0.00 0.00

0.00

0.00

0.00

0.00 0.00

0.00

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

REMARKS COST

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

75.55

145.43

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

REMARKS COST

0.00

0.00

0.00

1,895.66

3,649.15

0.00

2,438.96

4,695.00

0.00

2,874.99

5,534.36

0.00

3,523.55

6,782.83

0.00

4,783.15

9,207.56

0.00

8,214.09

15,812.12

BARE COSTS EQUIPMENT FACTOR

TOTAL

COST

FACTOR

0.00 0.00

PREPARED BY: ARCH. FEDERICO D. DAVID

REMARKS COST 0.00

1,971.40

3,794.95

Page 42 of 106

PROJECT: PROPOSED 8-BEDROOMS TWO STOREY RESIDENTIAL LOCATION: LOTS 7, BLK.26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO, PAMPANGA

PREPARED BY: ARCH. FEDERICO D. DAVID

OWNER: VILMA H. MANALO SUBJECT: BILL OF MATERIALS

0.00

243.81

469.33

0.00

117.32

225.84

Page 43 of 106

PROJECT TITLE LOCATION OWNER ARCHITECT SUBJECT

: : : : :

PROPOSED 8 BEDROOMS TWO STOREY RESIDENTIAL LOTS 7&8 BLOCK 26 DIZON ESTATE, SAN AGUSTIN, CITY OF SAN FERNANDO PAMPANGA MS. VILMA H. MANALO FEDERICO "BHOB" D. DAVID BILL OF MATERIALS

SYSTEM COMPONENTS Interior column footing, 1.00m square, 0.30m thick, 3,000psi concrete, Including forms, reinforcing, and dowels. Concrete 3,000psi-1:2:4 mixture using 88lbs. Portland cement Cement 8.20 130.00 Sand 0.44 300.00 Gravel 0.88 550.00 Placing Concrete Forms, Footing, 4 uses Reinforcing G.I.Wire #16

TABLE

1 1.1-124 1.1-144 1.1-214 1.1-242

TABLE

2 2.1-104

TABLE

3 3.5-154 3.5-212 3.5-214 3.5-314 3.5-414

FOUNDATIONS Spread Footing Strip Footing Concrete Wall Concrete Block Wall SUBSTRUCTURES Interior Slab on Grade SUPERSTRUCTURES Floor-Ceiling Concrete Slab Floor-Ceiling Concrete Panel Floor-Ceiling Concrete Plank Floor-Ceiling Structural Steel Floor-Ceiling Steel Joists

QUANTITY

UNIT

0.30 2.46 0.13 0.26 0.30 1.20 5.00

m3 bags m3 m3 m3 m2 kgs. kgs.

MAT.

COST EACH INST. TOTAL

504.60 319.80 39.60 145.20

3.5-714 3.9-104 3.9-900 TABLE

4 4.1-208 4.1-258 4.1-288 4.1-289 4.1-416 4.6-142 4.6-144 4.6-152 4.6-702 4.7-142 4.7-144 4.7-145 4.7-152 4.7-700 4.9-200 4.9-500

TABLE

5 5.1-192 5.1-492 5.8-104 5.9-300 5.9-500

TABLE

6 6.1-222 6.1-592 6.1-594 6.1-595 6.1-596 6.1-692 6.1-842 6.4-142

Floor-Ceiling Wood Joists Stairs Selective Price Sheet EXTERIOR CLOSURE Masonry Wall, Concrete Block Masonry Wall, Brick Stone Parapet Wall Masonry Restoration Cleaning Wood Frame Exterior Wall Doors, Metal-Commercial Doors, Residential Exterior Doors, Sliding-Patio Doors, Overhead Windows-Aluminum Windows-Wood Windows-Wood Storm Windows and Doors Aluminum Frame, Window Wall Selective Price Sheet Selective Price Sheet ROOFING Steel Joists Roof & Ceiling Wood Frame Roof & Ceiling Roof Hatches, Skylights Selective Price Sheet Selective Price Sheet INTERIOR CONSTRUCTION Partitions, Concrete Blocks Partitions, Wood Studs Partitions, Metal Stud, NLB Partitions, Drywall Partitions, Metal Stud, LB Partitions, Plaster & Lath Partitions, Movable Office Doors, Interior Flush, Wood

6.4-144 6.4-146 6.4-148 6.7-242 6.7-342 6.7-442 6.9-100 6.9-300 6.9-500 6.9-600 6.9-700 6.9-800 TABLE

7 7.1-142

TABLE

8 8.1-710 8.1-720 8.1-920 8.1-931 8.1-932 8.1-933 8.1-940 8.1-950 8.2-910 8.2-920 8.3-270 8.3-280 8.3-310 8.3-320

TABLE

9 9.1-220 9.1-230 9.2-900 9.2-910 9.2-920

Doors, Interior Solid and Louvered Doors, Interior Flush, Metal Doors, Closet Ceiling, Suspended Plaster Ceiling, Suspended Accoustical Ceiling, Suspended Gypsum Board Selective Price Sheet Selective Price Sheet Selective Price Sheet Selective Price Sheet Selective Price Sheet Selective Price Sheet CONVEYING SYSTEMS Oil Hydraulic Elevators MECHANICAL Plumbing-Public Restroom Plumbing-Public Restroom Plumbing-Two Fixture Bathroom Plumbing-Three Fixture Bathroom Plumbing-Three Fixture Bathroom Plumbing-Three Fixture Bathroom Plumbing-Four Fixture Bathroom Plumbing-Five Fixture Bathroom Fire Sprinkler Systems, Wet Fire Sprinkler Systems, Dry Heating-Oil Fired Hot Water Heating-Gas Fired Hot Water Heating-Cooling, Oil, Forced Air Heating-Cooling, Gas, Forced Air ELECTRICAL Commercial Service-3 Phase Residential Service-1 Phase Lighting, Flourescent Lighting, Incandescent Lighting, High Intensity

9.4-910 9.9-500 TABLE

11 11.1-242 11.1-742 11.1-744 11.9-100

TABLE

12 12.1-116 12.1-462 12.1-464 12.3-940 12.5-404 12.5-514 12.5-524 12.7-104 12.7-604 12.9-300 12.9-700

Heat, Baseboard Selective Price Sheet SPECIAL Kitchens Wood Burning Stoves Masonry Fireplace Selective Price Sheet SITE WORK Excavation, Utility Trench Excavation, Footings or Trench Excavation, Foundation Septic Systems Driveways Parking Lots, Asphalt Parking Lots, Concrete Sidewalks Landscaping-Lawn Establishment Selective Price Sheet Selective Price Sheet

Crew A-1 1 Building Laborer 1 Gas Eng. Power Tool 8 M.H. Daily Totals Crew A-1A 1 Laborer 1 Power Equipment 8 M.H. Daily Totals Crew A-2 2 Building Laborers 1 Truck Driver (light) 8 Light Truck, 1.5 Ton 24 M.H. Daily Totals Crew A-2A 2 Laborer 1 Truck Driver (light) 1 Light Truck, 1.5 Ton 1 Concrete Saw 24 M.H. Daily Totals Crew A-3 1 Truck Driver (light) 1 Dump Truck, 12 Ton 8 M.H. Daily Totals Crew A-4 2 Carpenters 1 Painter, Ordinary 24 M.H. Daily Totals Crew A-5 2 Building Laborers 0.25 Truck Driver (light) 0.25 Light Truck, 1.5 Ton 18 M.H. Daily Totals Crew A-6 1 Chief of Party

Bare Costs Hr. Daily 18.55 148.4 58.6 207

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 64.45 7.33 8.06 312.45 25.88 39.06

1.67

Bare Costs Hr. Daily 18.55 148.4 31.2 179.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 34.3 3.9 4.29 282.3 22.45 35.29

1.67

Bare Costs Hr. Daily 18.55 296.8 153.2 153.4 603.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 18.75 31.07 249.6 168.75 6.39 7.03 914.35 25.14 38.1

Bare Costs Hr. Daily 18.55 296.8 19.15 153.2 153.4 98.8 702.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 18.75 31.07 31.2 249.6 168.75 108.7 10.51 11.56 1023.05 29.26 42.63

Bare Costs Hr. Daily 19.45 155.6 315.6 471.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 347.15 39.45 43.4 600.75 58.9 75.1

Bare Costs Hr. Daily 23.35 373.6 21.75 174 547.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 22.82 37.8 35.4 283.2 907.2 22.82 37.8

Bare Costs Hr. Daily 18.55 296.8 19.15 38.3 38.35 373.45

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 18.62 31.02 31.2 62.4 42.2 2.13 2.34 600.6 20.75 33.36

Bare Costs Hr. Daily 23.1 184.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 21.68 34.58

1.67

1.67 1.63

1.63

1.67 1.63

1.67 1.63

1.6

1 Instrument Man 16 M.H. Daily Totals

20.25

162 346.8

32.3

258.4 553.2

1.6 21.68

34.58

Bare Costs Hr. Daily 23.1 184.8 20.25 162 18.1 144.8 491.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 20.48 33.1 32.3 258.4 30.15 241.2 794.4 20.48 33.1

Bare Costs Hr. Daily 23.1 184.8 20.25 162 18.1 289.6 636.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 19.89 32.36 32.3 258.4 30.15 482.4 1035.6 19.89 32.36

Bare Costs Hr. Daily 26.65 213.2 26.15 1464.4 109.6 93.6 1880.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.85 350.8 26.21 43.11 43 2408 120.55 102.95 3.18 3.49 2982.3 29.39 46.6

Bare Costs Hr. Daily 26.65 213.2 26.15 1464.4 62.4 1740

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.85 350.8 26.21 43.11 43 2408 68.65 0.98 3.29 2827.45 27.19 46.4

Bare Costs Hr. Daily 26.65 213.2 26.15 1464.4 109.6 62.4 19.6 1869.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.85 350.8 26.21 43.11 43 2408 120.55 68.65 21.55 2.99 3.29 2969.55 29.2 46.4

Bare Costs Hr. Daily 1 Asbestos Foreman 26.65 213.2 7 Asbestos Workers 26.15 1464.4 4 Airless Sprayers 109.6 2 HEPA Vacs., 16 Gal. 62.4 1 Large Prod. Vac. Loader 468.2 64 M.H. Daily Totals 2317.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.85 350.8 26.21 43.11 43 2408 120.55 68.65 515 10 11 3463 36.21 54.11

Crew A-7 1 Chief of Party 1 Instrument Man 1 Rodman/Chainmen 24 M.H. Daily Totals Crew A-8 1 Chief of Party 1 Instrument Man 2 Rodman/Chainmen 32 M.H. Daily Totals Crew A-9 1 Asbestos Foreman 7 Asbestos Workers 4 Airless Sprayers 3 HEPA Vacs., 16 Gal. 64 M.H. Daily Totals Crew A-10 1 Asbestos Foreman 7 Asbestos Workers 2 HEPA Vacs., 16 Gal. 64 M.H. Daily Totals Crew A-11 1 Asbestos Foreman 7 Asbestos Workers 4 Airless Sprayers 2 HEPA Vacs., 16 Gal. 2 Chipping Hammers 64 M.H. Daily Totals Crew A-12

1.6 1.6 1.67

1.6 1.6 1.67

1.65 1.64

1.65 1.64

1.65 1.64

1.65 1.64

Bare Costs Hr. Daily 1 Equip. Oper. (light) 23.1 184.8 1 Large Prod. Vac. Loader 468.2 8 M.H. Daily Totals 653 Crew A-13

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 23.1 36.85 515 58.53 64.38 809.8 81.63 101.23

1.6

30.98 0 0 0 #VALUE! #VALUE! 31 0 0 0 #VALUE! #VALUE! 31 0 0 0 0 #VALUE! #VALUE! 31 31.2 0 0 0 0 #VALUE! #VALUE! 31.7 0 0 0 #VALUE! #VALUE! 39 35.4 0 0 #VALUE! #VALUE! 31 31.2 0 0 0 #VALUE! #VALUE! 36.85

31.63

8 #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8 #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 16 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 16 8 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8 #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 16 8 #DIV/0! #DIV/0! #VALUE! #VALUE! 16 2 #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8

32.3 0 0 #VALUE! #VALUE! 36.85 32.3 30.15 0 0 #VALUE! #VALUE! 36.85 32.3 30.15 0 0 #VALUE! #VALUE! 43.85 43 0 0 0 0 #VALUE! #VALUE! 43.85 43 0 0 0 #VALUE! #VALUE! 43.85 43 0 0 0 0 0 #VALUE! #VALUE! 43.85 43 0 0 0 0 0

8 #DIV/0! #DIV/0! #VALUE! #VALUE! 8 8 8 #DIV/0! #DIV/0! #VALUE! #VALUE! 8 8 16 #DIV/0! #DIV/0! #VALUE! #VALUE! 8 56 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8 56 #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8 56 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #VALUE! #VALUE! 8 56 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#VALUE! #VALUE! 36.85 0 0

#VALUE! #VALUE! 8 #DIV/0! #DIV/0!

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 24 M.H. Daily Totals 461.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.22 32.1 31 496 770.4 19.22 32.1

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 40 M.H., Daily Totals 758

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 18.95 31.66 31 992 1266.4 18.95 31.66

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 296.8 1 Equip. Oper. (med.) 24.1 192.8 2 Truck Drivers (heavy) 19.45 311.2 1 F.E Loader, T.M., 2.5 C.Y. 764 2 Dump Trucks, 16 Ton 775.6 48 M.H., Daily Totals 2504.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.11 33.03 31 496 38.45 307.6 31.7 507.2 840.4 853.15 32.08 35.28 3278.75 52.19 68.31

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Truck Drivers (heavy) 19.45 155.6 1 Tractor, 4 x 2, 195 H.P. 285.4 2 Platform Trailer 137.4 48 M.H., Daily Totals 1336.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.03 31.67 31 992 31.7 253.6 313.95 151.15 8.81 9.69 1985.1 27.84 41.36

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 2 Equip. Oper. (Med.) 24.1 385.6 1 Mechanic 25.55 204.4 1 Air Compr., 250 C.F.M. 102.8 2 Air tools and accessories 29.6 2 50 ft. Air hoses, 1.5" dia. 12.8 1 F.E.Loader, T.M., 2.5 C.Y. 764 64 M.H., Daily Totals 2257.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.06 34.49 31 992 38.45 615.2 40.75 326 113.1 32.55 14.1 840.4 14.21 15.63 3207.75 35.27 50.12

Bare Costs Hr. Daily 2 Building Laborers 18.55 296.8 2 Equip. Oper. (Med.) 23.1 184.8 1 Backhoe Loader, 48 H.P 200.6 24 M.H., Daily Totals 682.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 20.07 32.95 36.85 294.8 220.65 8.36 9.19 1011.45 28.43 42.14

Crew B-1

Crew B-2

Crew B-3

Crew B-4

Crew B-5

Crew B-6

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (Med.) 24.1 192.8 1 Chipping Machine 188.6 1 F.E Loader, T.M., 2.5 C.Y. 764 2 Chain Saws 90 24 M.H., Daily Totals 1993.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.81 32.79 31 992 38.45 307.6 207.45 840.4 99 21.72 23.89 2720.85 41.53 56.68

Bare Costs Hr. Daily 18.55 296.8 23.1 184.8 197.6 44.4 723.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 20.07 32.95 36.85 294.8 217.35 48.85 10.08 11.09 1057 30.15 44.04

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 2 Equip. Oper. (med.) 24.1 385.6 1 Equip. Oper. Oiler 20.25 162 2 Truck Drivers (heavy) 19.45 311.2 1 Hyd. Crane, 25 Ton 508.2 1 F.E. Loader, T.M., 2.5 C.Y. 764 2 Dump Truck, 16 Ton 775.6 24 M.H., Daily Totals 3367.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.63 33.61 31 496 38.45 615.2 32.3 258.4 31.7 507.2 559 840.4 853.15 32 35.2 4403.75 20.63 33.61

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Air Compr., 250 C.F.M. 102.8 2 Air Tools & Accessories 29.6 2 50-Ft. Air Hoses, 1.5" Dia. 12.8 40 M.H., Daily Totals 903.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 18.95 31.66 31 992 113.1 32.55 14.1 3.63 3.99 1426.15 22.58 35.65

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 267

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 431.6 22.25 35.97

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 79.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 87.1 6.6 7.26

Crew B-7

Crew B-7A 2 Laborers 1 Equip. Oper. (light) 1 Rake w/ Tractor 2 Chain Saws 24 M.H., Daily Totals Crew B-8

Crew B-9

Crew B-10 1 Equip. Oper. (med.) 0.5 Building Laborer 12 M.H., Daily Totals Crew B-10A 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Roll. Compact., 2K Lbs.

12 M.H., Daily Totals Crew B-10B 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 200 H. P. 12 M.H., Daily Totals Crew B-10C 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 200 H. P. 1 Vibratory Roller, Towed 12 M.H., Daily Totals Crew B-10D 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 200 H. P. 1 Sheepsft. Roller, Towed 12 M.H., Daily Totals Crew B-10E 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Tandem Roller, 5 Ton 12 M.H., Daily Totals Crew B-10F 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Tandem Roller, 10 Ton 12 M.H., Daily Totals Crew B-10G 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Sheepsft Roll., 130 H.P. 12 M.H., Daily Totals Crew B-10H 1 Equip. Oper. (med.) 0.5 Building Laborer

346.2

518.7

28.85

43.23

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 832 1099

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 915.2 69.33 76.27 1346.8 91.58 112.24

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 832 96 1195

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 915.2 105.6 77.33 85.07 1452.4 99.58 121.04

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 832 107.4 1206.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 915.2 118.15 78.28 86.11 1464.95 100.53 122.08

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 122.8 389.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 135.1 10.23 11.26 566.7 32.48 47.23

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 223.8 490.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 246.2 18.65 20.52 677.8 40.9 56.49

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 512 779

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 563.2 42.67 46.93 994.8 64.92 82.9

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124

1 Diaphr. Water Pump. 2" 1 20 ft. Suction Hose, 2" 2 50 Ft. Disch. Hoses, 2" 12 M.H., Daily Totals Crew B-10I 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Diaphr. Water Pump, 4" 1 20 Ft. Suction Hose, 4" 2 50 Ft. Disch. Hoses, 4" 12 M.H., Daily Totals Crew B-10J 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Centr. Water Pump, 3" 1 20 Ft. Suction Hose, 3" 2 50 Ft. Disch. Hoses, 3" 12 M.H., Daily Totals Crew B-10K 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Centr. Water Pump, 6" 1 20 Ft. Suction Hose, 6" 2 50 Ft. Disch. Hoses, 6" 12 M.H., Daily Totals Crew B-10L 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 75 H.P. 12 M.H., Daily Totals Crew B-10M 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 300 H.P. 12 M.H., Daily Totals Crew B-10N 1 Equip. Oper. (med.) 0.5 Building Laborer

19 4.4 6.8 297.2

20.9 4.85 7.5 464.85

2.52 24.77

2.77 38.74

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 54 11.4 12.8 345.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 59.4 12.55 14.1 6.52 7.17 517.65 28.77 43.14

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 28.4 7.4 8.8 311.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 31.25 8.15 9.7 3.72 4.09 480.7 25.97 40.06

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 156.8 19.4 30.8 474

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 172.5 21.35 33.9 17.25 18.98 659.35 39.5 54.95

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 291.8 558.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 321 24.32 26.75 752.6 46.57 62.72

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 926.6 1193.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 1019.25 77.22 84.94 1450.85 99.47 120.91

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124

1 F.E. Loader, T.M., 1.5. C.Y 12 M.H., Daily Totals

358 625

393.8 825.4

29.83 52.08

32.82 68.79

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, T.M., 2.25. C.Y 459.6 12 M.H., Daily Totals 726.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 505.55 38.3 42.13 937.15 60.55 78.1

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, T.M., 2.5 C.Y 764 12 M.H., Daily Totals 1031

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 840.4 63.67 70.03 1272 85.92 106

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, T.M., 5 C.Y 1062 12 M.H., Daily Totals 1329

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 1168.2 88.5 97.35 1599.8 110.75 133.32

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, W.M., 1 C.Y 235.2 12 M.H., Daily Totals 502.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 258.7 19.6 21.56 690.3 41.85 57.53

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, W.M., 1.5 C.Y 329 12 M.H., Daily Totals 596

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 361.9 27.42 30.16 793.5 49.67 66.13

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, W.M., 2.5 C.Y 502 12 M.H., Daily Totals 769

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 552.2 41.83 46.02 983.8 64.08 81.99

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 1 F.E. Loader, W.M., 5.5 C.Y 943.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 1037.95 78.63 86.5

Crew B-100

Crew B-10P

Crew B-10Q

Crew B-10R

Crew B-10S

Crew B-10T

Crew B-10U

12 M.H., Daily Totals

1210.6

1469.55

100.88

122.47

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 2689 2956

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 2957.9 224.08 246.49 3389.5 246.33 282.46

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 414.8 681.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 456.3 224.08 246.49 887.9 246.33 282.46

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 1204 1471

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 1324.4 100.33 110.37 1756 122.58 146.34

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 316.2 583.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.25 35.97 31 124 347.8 26.35 28.99 779.4 48.6 64.96

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 16 M.H., Daily Totals 341.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 555.6 21.33 34.73

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Dozer, 200 H.P. 832 16 M.H., Daily Totals 1173.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 915.2 52 57.2 1470.8 73.33 91.93

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Dozer, 200 H.P. 832 1 Air Powered Tamper 13.8 1 Air. Compr. 365 C.F.M. 190.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 915.2 15.2 209.45

Crew B-10V 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 700 H.P. 12 M.H., Daily Totals Crew B-10W 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 105 H.P. 12 M.H., Daily Totals Crew B-10X 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Dozer, 410 H.P. 12 M.H., Daily Totals Crew B-10Y 1 Equip. Oper. (med.) 0.5 Building Laborer 1 Vibratory Drum Roller 12 M.H., Daily Totals Crew B-11

Crew B-11A

Crew B-11B

2 50 Ft. Air Hoses, 1.5" Dia. 16 M.H., Daily Totals

12.8 1390.2

14.1 1709.55

65.56 86.89

72.12 106.85

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Backhoe Loader, 48 H.P. 200.6 16 M.H., Daily Totals 541.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 220.65 12.54 13.79 776.25 33.87 48.52

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Trencher, 8'D., 16"W. 447.8 16 M.H., Daily Totals 789

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 492.6 27.99 30.79 1048.2 49.32 65.52

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Grader, 30,000 Lbs. 557.4 16 M.H., Daily Totals 898.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 613.15 34.84 38.32 1168.75 56.17 73.05

Bare Costs Hr. Daily 1 Equipment Oper. (med.) 24.1 192.8 1 Building Laborer 18.55 148.4 1 Backhoe Loader, 80 H.P. 282.4 16 M.H., Daily Totals 623.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 310.65 17.65 19.42 866.25 38.98 54.15

Bare Costs Hr. Daily 24.95 199.6 20.25 162 361.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 576.8 22.6 36.05

Bare Costs Hr. Daily 24.95 199.6 20.25 162 575 936.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 632.5 35.94 39.53 1209.3 58.54 75.58

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, 1.5 C.Y. 724.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 797.05 45.29 49.82

Crew B-11C

Crew B-11K

Crew B-11L

Crew B-11M

Crew B-12 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 16 M.H., Daily Totals Crew B-12A 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Hyd. Excavator, 1 C.Y. 16 M.H., Daily Totals Crew B-12B

16 M.H., Daily Totals

1086.2

1373.85

67.89

85.87

Bare Costs Hr. Daily 24.95 199.6 20.25 162 968.8 1330.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 1065.7 60.55 66.61 1642.5 83.15 102.66

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, 3.5 C.Y. 2157 16 M.H., Daily Totals 2518.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 2372.7 134.81 148.29 2949.5 157.41 184.34

Bare Costs Hr. Daily 24.95 199.6 20.25 162 320.8 682.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 352.9 20.05 22.06 929.7 42.65 58.11

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, .75 C.Y. 453.6 16 M.H., Daily Totals 815.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 498.95 28.35 31.19 1075.75 50.95 67.24

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, .5 C.Y. 398.6 1 Clamshell Bucket, .5 C.Y 46.2 16 M.H., Daily Totals 806.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 438.45 50.8 27.8 30.58 1066.05 50.4 66.63

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, 1 C.Y. 459.8 1 Clamshell Bucket, 1 C.Y 62 16 M.H., Daily Totals 883.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 505.8 68.2 32.61 35.87 1150.8 55.21 71.92

Bare Costs Hr. Daily 24.95 199.6 20.25 162

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4

Crew B-12C 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Hyd. Excavator, 2 C.Y. 16 M.H., Daily Totals Crew B-12D

Crew B-12E 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Hyd. Excavator, .5 C.Y. 16 M.H., Daily Totals Crew B-12F

Crew B-12G

Crew B-12H

Crew B-12I 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler

1 Power Shovel, .75 C.Y. 1 Dragline Bucket, .75 C.Y 16 M.H., Daily Totals

424.4 31 817

466.85 34.1 1077.75

28.46 51.06

31.31 67.36

Bare Costs Hr. Daily 24.95 199.6 20.25 162 587.6 949.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 646.35 36.73 40.4 1223.15 59.33 76.45

Bare Costs Hr. Daily 24.95 199.6 20.25 162 811.2 1172.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 892.3 50.7 55.77 1469.1 73.3 91.82

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, .5 C.Y. 398.6 1 F.E. Attachment, .5 C.Y. 47.8 16 M.H., Daily Totals 808

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 438.45 52.6 27.9 30.69 1067.85 50.5 66.74

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, .75 C.Y. 424.4 1 F.E. Attachment, .75 C.Y. 90.6 16 M.H., Daily Totals 876.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 466.85 99.65 32.19 35.41 1143.3 54.79 71.46

Bare Costs Hr. Daily 24.95 199.6 20.25 162 459.8 127.6 949

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 505.8 140.35 36.71 40.38 1222.95 59.31 76.43

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, 1.5 C.Y. 694.2 1 F.E. Attachment, 1.5 C.Y. 143.4 16 M.H., Daily Totals 1199.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 763.6 157.75 52.35 57.59 1498.15 74.95 93.64

Crew B-12J 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Gradall, 3 Ton, .5 C.Y. 16 M.H., Daily Totals Crew B-12K 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Gradall, 3 Ton, 1 C.Y. 16 M.H., Daily Totals Crew B-12L

Crew B-12M

Crew B-12N 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Power Shovel, 1 C.Y. 1 F.E. Attachment, 1 C.Y. 16 M.H., Daily Totals Crew B-12O

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Crawler Crane, 40 Ton 694.2 1 Dragline Bucket, 1.5 C.Y. 43.6 16 M.H., Daily Totals 1099.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 763.6 47.95 46.11 50.72 1388.35 68.71 86.77

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, 5/8 C.Y. 372.4 16 M.H., Daily Totals 734

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 409.65 23.28 25.6 986.45 45.88 61.65

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, 1.5 C.Y. 724.6 16 M.H., Daily Totals 1086.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 797.05 45.29 49.82 1373.85 67.89 85.87

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Hyd. Excavator, 2.5 C.Y. 1732 16 M.H., Daily Totals 2093.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 1905.2 108.25 119.08 2482 130.85 155.13

Bare Costs Hr. Daily 24.95 199.6 20.25 162 817.6 265.4 1444.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 899.35 291.95 67.69 74.46 1768.1 90.29 110.51

Bare Costs Hr. Daily 24.95 199.6 20.25 162 817.6 77.8 1257

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 22.6 36.05 32.3 258.4 899.35 85.6 55.96 61.56 1561.75 78.56 97.61

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (crane) 24.95 199.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.99 32.91 31 992 39.8 318.4

Crew B-12P

Crew B-12Q

Crew B-12R

Crew B-12S

Crew B-12T 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Crawler Crane, 75 Ton 1 F.E. Attachment, 3 C.Y. 16 M.H., Daily Totals Crew B-12V 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Crawler Crane, 75 Ton 1 Dragline Bucket, 3 C.Y. 16 M.H., Daily Totals Crew B-13

1 Equip. Oper. Oiler 1 Hyd. Crane, 25 ton 56 M.H., Daily Totals

20.25

162 508.2 1627.8

32.3

258.4 559 2402.2

9.08 29.07

9.98 42.89

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (light) 23.1 184.8 1 Backhoe Loader, 48 H.P. 200.6 48 M.H., Daily Totals 1143.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.64 32.52 31 992 36.85 294.8 220.65 4.18 4.6 1781.85 23.82 37.12

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 19.45 311.2 775.6 832 2185.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 20.65 33.53 31 124 31.7 507.2 853.15 915.2 57.41 63.16 2707.15 78.06 96.69

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Truck Driver (heavy) 19.45 155.6 1 Dump Truck, 16 Ton 387.8 32 M.H., Daily Totals 1004.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.27 32 31 496 31.7 253.6 426.6 12.12 13.33 1450.6 31.39 45.33

Bare Costs Hr. Daily 2 Building Laborers 18.55 296.8 1 Equip. Oper. (light) 23.1 184.8 1 Truck Driver (heavy) 19.45 155.6 1 Backhoe Loader, 48 H.P. 200.6 1 Dump Truck, 12 ton 315.6 32 M.H., Daily Totals 1153.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 19.91 32.64 36.85 294.8 31.7 253.6 220.65 347.15 16.13 17.74 1612.2 36.04 50.38

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Vibrating Compactor 45.2 24 M.H., Daily Totals 506.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.22 32.1 31 496 49.7 1.88 2.07 820.1 21.1 34.17

Bare Costs Hr. Daily 25.5 204 23.5 752 24.95 399.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.2 361.6 23.71 40.46 41.65 1332.8 39.8 636.8

Crew B-14

Crew B-15 1 Equipment Oper. (med) 0.5 Building Laborer 2 Truck Drivers (heavy) 2 Dump Trucks, 16 Ton 1 Dozer, 200 H.P. 28 M.H., Daily Totals Crew B-16

Crew B-17

Crew B-18

Crew B-19 1 Pile Driver Foreman 4 Pile Drivers 2 Equip. Oper. (crane)

1 Equip. Oper. Oiler 1 Crane, 40 Ton & Access. 60 L.F. Leads, 15K Ft. Lbs. 1 Hammer, 15K Ft. Lbs 1 Air Compr.,600 C.F.M. 2 50 Ft. Air Hoses, 3" Dia. 64 M.H., Daily Totals

20.25

162 694.2 60 275 269.6 29.6 2845.6

32.3

258.4 763.6 66 302.5 296.55 32.55 4050.8

20.76 44.47

22.83 63.29

Bare Costs Hr. Daily 20.55 164.4 24.1 192.8 18.55 148.4 505.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.07 35.05 39.85 318.8 31 248 841.2 21.07 35.05

Bare Costs Hr. Daily 20.55 164.4 24.1 192.8 18.55 148.4 24.95 99.8 112.6 718

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.62 35.73 39.85 318.8 31 248 39.8 159.2 123.85 4.02 4.42 1124.25 25.64 40.15

Bare Costs Hr. Daily 20.55 164.4 24.1 192.8 18.55 148.4 24.95 149.7 168.9 824.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.84 36 39.85 318.8 31 248 39.8 238.8 185.8 5.63 6.19 1265.8 27.47 42.19

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Drill Rig 417.6 1 Light truck, 3 Ton 155.8 40 M.H., Daily Totals 1331.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 18.95 31.66 31 992 459.35 171.4 14.34 15.77 1897.15 33.29 47.43

Bare Costs Hr. Daily 23.05 184.4 18.55 148.4 23.35 186.8 519.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.7 293.6 21.65 35.57 31 248 39 312 853.6 21.65 35.57

Bare Costs Hr. Daily

Incl. Subs O&P Hr. Daily

Crew B-20 1 Labor Foreman (out) 1 Skilled Worker 1 Building Laborer 24 M.H., Daily Totals Crew B-21 1 Labor Foreman (out) 1 Skilled Worker 1 Building Laborer 0.5 Equip. Oper. (crane) 0.5 S.P. Crane, 5 Ton 28 M.H., Daily Totals Crew B-22 1 Labor Foreman (out) 1 Skilled Worker 1 Building Laborer 0.75 Equip. Oper. (crane) 0.75 S.P. Crane, 5 Ton 30 M.H., Daily Totals Crew B-23

Crew B-24 1 Cement Finisher 1 Building Laborer 1 Carpenter 24 M.H., Daily Totals Crew B-25

Cost per Manhour Bare Costs Incl. O&P

1 Labor Foreman 7 Laborers 3 Equip. Oper. (med) 1 Asphalt Paver, 130 H.P 1 Tandem Roller, 10 Ton 1 Roller, Pneumatic Wheel 88 M.H., Daily Totals

20.55 18.55 24.1

164.4 1038.8 578.4 1145 223.8 231.4 3381.8

34.3 31 38.45

274.4 1736 922.8 1259.5 246.2 254.55 4693.45

20.25

33.33

18.18 38.43

20 53.33

Bare Costs Hr. Daily 1 Labor Foreman 20.55 164.4 7 Laborers 18.55 1038.8 4 Equip. Oper. (medium) 24.1 771.2 1 Asphalt Paver, 130 H.P 1145 2 Rollers, Steel Wheel 447.6 1 Roller, Pneumatic Wheel 231.4 96 M.H., Daily Totals 3798.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.57 33.76 31 1736 38.45 1230.4 1259.5 492.35 254.55 19 20.9 5247.2 39.57 54.66

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 6 Building Laborers 18.55 890.4 2 Equip. Oper. (med.) 24.1 385.6 1 Rodman (reinf.) 25.85 206.8 1 Cement Finisher 23.05 184.4 1 Grader, 30,000 Lbs 557.4 1 Paving Mach. & Equip. 1238 88 M.H., Daily Totals 3627

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.81 34.64 31 1488 38.45 615.2 47.1 376.8 36.7 293.6 613.15 1361.8 20.4 22.44 5022.95 41.21 57.08

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2 1 Berm Machine 62 32 M.H., Daily Totals 671.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.05 31.83 31 744 68.2 1.94 2.13 1086.6 20.99 33.96

Bare Costs Hr. Daily 23.35 373.6 18.55 148.4 522

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 21.75 36.33 31 248 872 21.75 36.33

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Gradall, 3 Ton, 1/2 C.Y 587.6 56 M.H., Daily Totals 1707.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.99 32.91 31 992 39.8 318.4 32.3 258.4 646.35 10.49 11.54 2489.55 30.48 44.45

Crew B-25B

Crew B-26

Crew B-27

Crew B-28 2 Carpenters 1 Building Laborers 24 M.H., Daily Totals Crew B-29

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 2 Truck Drivers (heavy) 19.45 311.2 1 Hyd. Excavator, 1.5 C.Y. 724.6 2 Dump Truck, 16 Ton 775.6 24 M.H., Daily Totals 2004.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21 33.95 31.7 507.2 797.05 853.15 62.51 68.76 2465 83.51 102.71

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2 1 Carpenter 23.35 186.8 102.8 9.8 2 50 Ft. Air Hoses, 1.5" Dia. 12.8 40 M.H., Daily Totals 921.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.91 33.26 31 744 39 312 113.1 10.8 14.1 3.14 3.45 1468.4 23.05 36.71

Bare Costs Hr. Daily 18.55 148.4 24.1 578.4 557.4 223.8 832 2340

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 22.71 36.59 38.45 922.8 613.15 246.2 915.2 50.41 55.45 2945.35 73.12 92.04

Bare Costs Hr. Daily 1 Laborer 18.55 148.4 2 Equip. Oper. (medium) 24.1 385.6 1 Grader, 30,000 Lbs. 557.4 1 Roller, Vibratory, 29,000 Lbs 366 24 M.H., Daily Totals 1457.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 22.25 35.97 38.45 615.2 613.15 402.6 38.48 42.32 1878.95 60.73 78.29

Bare Costs Hr. Daily 1 Laborer 18.55 148.4 2 Equip. Oper. (medium) 24.1 385.6 1 Dozer, 200 H.P. 832 1 Roller, Vibratory, 29,000 Lbs 366 24 M.H., Daily Totals 1732

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 22.25 35.97 38.45 615.2 915.2 402.6 49.92 54.91 2181 72.17 90.88

Bare Costs Hr. Daily 20.55 164.4 18.55 296.8 24.1 578.4 557.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.66 35.28 31 496 38.45 922.8 613.15

Crew B-30

Crew B-31

Crew B-32 1 Highway Laborer 3 Equip. Oper. (med.) 1 Grader, 30,000 Lbs. 1 Tandem Roller, 10 Ton 1 Dozer, 200 H.P. 32 M.H., Daily Totals Crew B-32A

Crew B-32B

Crew B-32C 1 Labor Foreman 2 Laborers 3 Equip. Oper. (medium) 1 Grader, 30,000 Lbs.

1 Roller, Steel Wheel 1 Dozer, 200 H.P. 48 M.H., Daily Totals

223.8 832 2652.8

246.2 915.2 3467.75

33.61 55.27

36.97 72.25

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 315.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 508.5 22.51 36.32

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 65.8 926.6 231.65 1539.25

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 72.4 1019.25 254.8 87.43 96.18 1854.95 109.94 132.5

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 0.25 Equip. Oper. (med.) 24.1 48.2 1 Scraper, Towed, 10 C.Y. 180.4 1 Dozer, 300 H.P. 926.6 0.25 Dozer, 300 H.P. 231.65 14 M.H., Daily Totals 1653.85

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 198.45 1019.25 254.8 95.62 105.18 1981 118.13 141.5

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 0.5 Building Laborer 18.55 74.2 0.25 Equip. Oper. (med.) 24.1 48.2 1 Scraper, Towed, 12 C.Y. 180.4 1 Dozer, 300 H.P. 926.6 0.25 Dozer, 300 H.P. 231.65 14 M.H., Daily Totals 1653.85

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 198.45 1019.25 254.8 95.62 105.18 1981 118.13 141.5

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 1460 231.65 2006.85

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 1606 254.8 120.83 132.92 2369.3 143.34 169.24

Crew B-33 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 14 M.H., Daily Totals Crew B-33A 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 1 Scraper, Towed, 7 C.Y. 1 Dozer, 300 H.P. 0.25 Dozer, 300 H.P. 14 M.H., Daily Totals Crew B-33B

Crew B-33C

Crew B-33D 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 1 S.P. Scraper, 14 C.Y. 0.25 Dozer, 300 H.P. 14 M.H., Daily Totals

Crew B-33E 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 1 S.P. Scraper, 24 C.Y. 0.25 Dozer, 300 H.P. 14 M.H., Daily Totals Crew B-33F 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 1 Elev. Scraper, 11 C.Y. 0.25 Dozer, 300 H.P. 14 M.H., Daily Totals Crew B-33G 1 Equip. Oper. (med.) 0.5 Building Laborer 0.25 Equip. Oper. (med.) 1 Elev. Scraper, 20 C.Y. 0.25 Dozer, 300 H.P. 14 M.H., Daily Totals Crew B-34 1 Truck Driver (heavy) 8 M.H., Daily Totals Crew B-34A 1 Truck Driver (heavy) 1 Dump Truck, 12 Ton 8 M.H., Daily Totals Crew B-34B 1 Truck Driver (heavy) 1 Dump Truck, 16 Ton 8 M.H., Daily Totals Crew B-34C 1 Truck Driver (heavy) 1 Truck Tractor, 40 Ton 1 Dump Trailer, 16.5 C.Y. 8 M.H., Daily Totals

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 1747 231.65 2293.85

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 1921.7 254.8 141.33 155.47 2685 163.84 191.79

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 623.2 231.65 1170.05

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 685.5 254.8 61.06 67.17 1448.8 83.57 103.49

Bare Costs Hr. Daily 24.1 192.8 18.55 74.2 24.1 48.2 847.2 231.65 1394.05

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 22.51 36.32 31 124 38.45 76.9 931.9 254.8 77.06 84.77 1695.2 99.57 121.09

Bare Costs Hr. Daily 19.45 155.6 155.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 253.6 19.45 31.7

Bare Costs Hr. Daily 19.45 155.6 315.6 471.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 347.15 39.45 43.4 600.75 58.9 75.1

Bare Costs Hr. Daily 19.45 155.6 387.8 543.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 426.6 48.48 53.32 680.2 67.93 85.02

Bare Costs Hr. Daily 19.45 155.6 365.6 114.8 636

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 402.15 126.3 60.05 66.06 782.05 79.5 97.76

Bare Costs Hr. Daily 19.45 155.6 365.6 115.8 637

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 402.15 127.4 60.18 66.19 783.15 79.63 97.89

Bare Costs Hr. Daily 19.45 155.6 580.6 736.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 638.65 72.58 79.83 892.25 92.03 111.53

Bare Costs Hr. Daily 1 Truck Driver (heavy) 19.45 155.6 1 Truck, Off Hwy., 22 C.Y. 908 8 M.H., Daily Totals 1063.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 998.8 113.5 124.85 1252.4 132.95 156.55

Bare Costs Hr. Daily 1 Truck Driver (heavy) 19.45 155.6 1 Truck, Off Hwy., 34 C.Y. 1155 8 M.H., Daily Totals 1310.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 1270.5 144.38 158.81 1524.1 163.83 190.51

Bare Costs Hr. Daily 1 Truck Driver (heavy) 19.45 155.6 1 Truck, Off Hwy., 42 C.Y. 1446 8 M.H., Daily Totals 1601.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 1590.6 180.75 198.83 1844.2 200.2 230.53

Bare Costs Hr. Daily 1 Truck Driver (heavy) 19.45 155.6 1 Truck, Off Hwy., 60 C.Y. 1962 8 M.H., Daily Totals 2117.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 2158.2 245.25 269.78 2411.8 264.7 301.48

Bare Costs Hr. Daily 19.45 155.6 463.4 274.4 893.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 509.75 301.85 92.23 101.45 1065.2 111.68 133.15

Bare Costs Hr. Daily 20.55 164.4 24.1 192.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 22.63 36.69 39.85 318.8

Crew B-34D 1 Truck Driver (heavy) 1 Truck Tractor, 40 Ton 1 Dump Trailer, 20 C.Y. 8 M.H., Daily Totals Crew B-34E 1 Truck Driver (heavy) 1 Truck, Off Hwy., 25 Ton 8 M.H., Daily Totals Crew B-34F

Crew B-34G

Crew B-34H

Crew B-34J

Crew B-34K 1 Truck Driver (heavy) 1 Truck Tractor, 240 H.P. 1 Low Bed Trailer 8 M.H., Daily Totals Crew B-35 1 Laborer Foreman (out) 1 Skilled Worker

1 Welder (plumber) 1 Laborer 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Electric Welding Mach. 1 Hyd. Excavator, .75 C.Y. 48 M.H., Daily Totals

27.4 18.55 24.95 20.25

219.2 148.4 199.6 162 45.8 453.6 1585.8

42.9 31 39.8 32.3

343.2 248 318.4 258.4 50.4 498.95 2310.55

10.4 33.03

11.44 48.13

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Highway Laborers 18.55 296.8 2 Equip. Oper. (med.) 24.1 385.6 1 Dozer, 200 H.P 832 1 Aggregate Spreader 62 1 Tandem Roller, 10 Ton 223.8 40 M.H., Daily Totals 1964.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.17 34.64 31 496 38.45 615.2 915.2 68.2 246.2 27.95 30.74 2615.2 49.12 65.38

Bare Costs Hr. Daily 1 Labor Foreman 20.55 164.4 2 Laborers 18.55 296.8 4 Equip. Oper. (medium) 24.1 771.2 1 Dozer, 200 H.P 832 1 Aggregate Spreader 62 1 Roller, Steel Wheel 223.8 1 Roller, Pneumatic Wheel 231.4 56 M.H., Daily Totals 2581.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 22.01 35.73 31 496 38.45 1230.4 915.2 68.2 246.2 254.55 24.09 26.5 3484.95 46.1 62.23

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (light) 23.1 184.8 1 Tandem Roller, 5 Ton 122.8 48 M.H., Daily Totals 1065.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.64 32.52 31 992 36.85 294.8 135.1 2.56 2.81 1696.3 22.2 35.33

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Equip. Oper. (light) 23.1 184.8 1 Equip. Oper. (medium) 24.1 192.8 1 Backhoe Loader, 48 H.P. 200.6 1 Demol. Hammer, (1000lb) 353.6 1 F.E. Loader (170 H.P.) 586.4 1 Pavt. Rem. Bucket 40.2 40 M.H., Daily Totals 2019.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.97 34.32 31 496 36.85 294.8 38.45 307.6 220.65 388.95 645.05 44.2 29.52 32.47 2671.65 50.49 66.79

Crew B-36

Crew B-36A

Crew B-37

Crew B-38

Crew B-39

Bare Costs

Incl. Subs O&P

Cost per Manhour

Crew B-39

Hr. 1 Labor Foreman (outside) 20.55 4 Building Laborers 18.55 1 Equipment Oper. (light) 23.1 1 Air Compr., 250 C.F.M. 2 Air Tools & Accessories 2 50 Ft. Air Hoses, 1.5" Dia. 48 M.H., Daily Totals

Daily 164.4 593.6 184.8 102.8 29.6 12.8 1088

Hr. 34.3 31 36.85

Daily Bare Costs Incl. O&P 274.4 19.64 32.52 992 294.8 113.1 32.55 14.1 3.03 3.33 1720.95 22.67 35.85

Bare Costs Hr. Daily 1 Pile Driver Foreman 25.5 204 4 Pile Drivers 23.5 752 2 Equip. Oper. (crane) 24.95 399.2 1 Equip. Oper. Oiler 20.25 162 1 Crane, 40 Ton 694.2 1 Vibratory Hammer & Gen. 1119 64 M.H., Daily Totals 3330.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.2 361.6 23.71 40.46 41.65 1332.8 39.8 636.8 32.3 258.4 763.6 1230.9 28.33 31.16 4584.1 52.04 71.62

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 0.25 Equip. Oper. (crane) 24.95 49.9 0.25 Equip. Oper. Oiler 20.25 40.5 0.25 Crawler Crane, 40 Ton 173.55 44 M.H., Daily Totals 1021.95

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.28 32.06 31 992 39.8 79.6 32.3 64.6 190.9 3.94 4.34 1601.5 23.22 36.4

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Welder 26 208 1 Hyd. Crane, 25 Ton 508.2 1 Gas Welding Machine 73.4 1 Horz. Boring Csg. Mch. 446.2 64 M.H., Daily Totals 2355.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.74 34.91 31 992 39.8 318.4 32.3 258.4 48.85 390.8 559 80.75 490.8 16.06 17.67 3364.55 36.8 52.58

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Drill Rig & Augers 26 1569 48 M.H., Daily Totals 2540.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.23 33.23 31 744 39.8 318.4 32.3 258.4 1725.9 32.69 35.96 3321.1 52.92 69.19

Crew B-40

Crew B-41

Crew B-42

Crew B-43

Crew B-44

Bare Costs

Incl. Subs O&P

Cost per Manhour

Crew B-44

Hr. 1 Pile Driver Foreman 25.5 4 Pile Drivers 23.5 2 Equip. Oper. (crane) 24.95 1 Building Laborer 18.55 1 Crane, 40 Ton, & Access. 45 L.F. Leads, 15K Ft. Lbs. 64 M.H., Daily Totals

Daily 204 752 399.2 148.4 694.2 45 2242.8

Hr. 45.2 41.65 39.8 31

Daily Bare Costs Incl. O&P 361.6 23.49 40.3 1332.8 636.8 248 763.6 49.5 11.55 12.71 3392.3 35.04 53.01

Bare Costs Hr. Daily 1 Equip. Oper. (med.) 24.1 192.8 1 Truck Driver (heavy) 19.45 155.6 1 Dist. Tank Truck, 3K Gal. 326 1 Tractor, 4 x 2, 250 H.P 329.6 16 M.H., Daily Totals 1004

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.78 35.08 31.7 253.6 358.6 362.55 40.98 45.07 1282.35 62.76 80.15

Bare Costs Hr. Daily 25.5 204 23.5 376 18.55 445.2 45 1070.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.2 361.6 21.36 36.92 41.65 666.4 31 744 49.5 0.94 1.03 1821.5 22.3 37.95

Bare Costs Hr. Daily 20.55 164.4 18.55 148.4 23.1 184.8 229 269.6 29.6 1025.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.73 34.05 31 248 36.85 294.8 251.9 296.55 32.55 22.01 24.21 1398.2 42.74 58.26

Bare Costs Hr. Daily 20.55 164.4 24.95 199.6 20.25 162 478.8 1004.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.92 35.47 39.8 318.4 32.3 258.4 526.7 19.95 21.95 1377.9 41.87 57.42

Bare Costs Hr. Daily 20.55 164.4 18.55 445.2 24.95 199.6 20.25 162 23.1 184.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.64 33.75 31 744 39.8 318.4 32.3 258.4 36.85 294.8

Crew B-45

Crew B-46 1 Pile Driver Foreman 2 Pile Drivers 3 Building Laborers 1 Chain Saw, 36" Long 48 M.H., Daily Totals Crew B-47 1 Blast Foreman 1 Driller 1 Equip. Oper. (light) 1 Crawler Type Drill, 4" 1 Air Compr., 600 C.F.M. 2 50 Ft. Air Hoses, 3" Dia. 24 M.H., Daily Totals Crew B-47A 1 Drilling Foreman 1 Equip. Oper. (heavy) 1 Oiler 1 Quarry Drill 24 M.H., Daily Totals Crew B-48 1 Labor foreman (outside) 3 Building laborers 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Equip. Oper. (light)

1 Centr. Water Pump, 6" 1 20 Ft. Suction Hose, 6" 1 50 Ft. Disch. Hose, 6" 1 Drill Rig & Augers 56 M.H., Daily Totals

156.8 19.4 15.4 1569 2916.6

172.5 21.35 16.95 1725.9 3826.7

31.44 52.08

34.58 68.33

Bare Costs Hr. Daily 20.55 164.4 18.55 445.2 24.95 399.2 20.25 324 23.1 184.8 23.5 376 508.2 156.8 19.4 15.4 1569 4162.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.52 35.6 31 744 39.8 636.8 32.3 516.8 36.85 294.8 41.65 666.4 559 172.5 21.35 16.95 1725.9 25.78 28.36 5628.9 47.3 63.96

Bare Costs Hr. Daily 20.55 408 23.5 1128 24.95 399.2 20.25 162 18.55 445.2 694.2 60 275 269.6 29.6 45 3915.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.2 723.2 22.7 38.94 41.65 1999.2 39.8 636.8 32.3 258.4 31 744 763.6 66 302.5 296.55 32.55 49.5 12.26 13.49 5872.3 34.96 52.43

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 4 Building Laborers 18.55 593.6 1 Truck Driver (light) 19.15 202.8 1 Light Truck, 1.5 Ton 186.8 48 M.H., Daily Totals 445.2 184.4 103.4 Crew B-52 Hr. 96.4 1 Carpenter Foreman 25.35 202.8 1 Carpenter 23.35 186.8 3 Building Laborers 18.55 445.2 1 Cement Finisher 23.05 184.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 18.98 31.58 31 992 31.2 249.6 168.75 3.2 3.52 1684.75 22.18 35.1

Crew B-49 1 Labor foreman (outside) 3 Building laborers 2 Equip. Oper. (crane) 2 Equip. Oper. Oilers 1 Equip. Oper. (light) 2 Pile Drivers 1 Hyd. Crane, 25 Ton 1 Centr. Water Pump, 6" 1 20 Ft. Suction Hose, 6" 1 50 Ft. Disch. Hose, 6" 1 Drill Rig & Augers 88 M.H., Daily Totals Crew B-50 2 Pile Driver foreman 6 Pile Drivers 2 Equip. Oper. (crane) 1 Equip. Oper. Oiler 3 Building Laborers 1 Crane, 40 Ton 60 L.F. Leads, 15K Ft. Lbs 1 Hammer, 15K Ft. Lbs. 1 Air Compr., 600 C.F.M. 2 50 Ft. Air Hoses, 3" Dia. 1 Chain Saw, 36" Long 112 M.H., Daily Totals Crew B-51

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 21.77 36.26 39 312 31 744 36.7 293.6

0.5 Rodman (reinf.) 0.5 Equip. Oper. (med.) 0.5 F.E. Ldr. T.M., 2.5 C.Y. 56 M.H., Daily Totals

25.85 24.1

103.4 96.4 382 1601

47.1 38.45

188.4 153.8 420.2 2450.8

6.82 28.59

7.5 43.76

Bare Costs Hr. Daily 1 Equip. Oper. (light) 23.1 184.8 1 Trencher, Chain, 12 H.P. 79 8 M.H., Daily Totals 263.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 23.1 36.85 86.9 9.88 10.86 381.7 32.98 47.71

Bare Costs Hr. Daily 1 Equip. Oper. (light) 23.1 184.8 1 Trencher, Chain, 40 H.P. 182.6 8 M.H., Daily Totals 367.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 23.1 36.85 200.85 22.83 25.11 495.65 45.93 61.96

Bare Costs Hr. Daily 18.55 296.8 19.15 153.2 417.6 155.8 1023.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 496 18.75 36.85 31.2 249.6 10.86 459.35 171.4 23.89 26.28 1376.35 42.64 73.99

Bare Costs Hr. Daily 18.55 148.4 23.1 184.8 229 269.6 14.8 846.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 20.83 33.92 36.85 294.8 251.9 296.55 16.3 32.09 35.3 1107.55 52.92 69.22

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. (light) 23.1 184.8 1 Equip. Oper. Oiler 20.25 162 1 Power Shovel, 1 C.Y. 459.8 1 Clamshell Bucket, 1 C.Y 62 1 Centr. Water Pump. 6" 156.8 1 20 Ft. Suction Hose, 6" 19.4 20 50 Ft. Disch. Hoses, 6" 308 48 M.H., Daily Totals 2013.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.99 34.21 31 496 39.8 318.4 36.85 294.8 32.3 258.4 505.8 68.2 172.5 21.35 338.8 20.96 23.05 2748.65 41.95 57.26

Crew B-53

Crew B-54

Crew B-55 2 Building Laborers 1 Truck Driver (light) 1 Flathed Truck w/ Auger 1 Truck, 3 Ton 24 M.H., Daily Totals Crew B-56 1 Building Laborers 1 Equip. Oper. (light) 1 Crawler Type Drill, 4" 1 Air Compr., 600 C.F.M. 1 50 Ft. Air hose. 3" Dia. 16 M.H., Daily Totals Crew B-57

Crew B-58

Bare Costs Hr. Daily

Incl. Subs O&P Hr. Daily

Cost per Manhour Bare Costs Incl. O&P

2 Building Laborers 1 Equip. Oper. (light) 1 Backhoe Loader, 48 H.P. 1 Small Helicopter 24 M.H., Daily Totals

18.55 23.1

296.8 184.8 200.6 3180 3862.2

31 36.85

496 294.8 220.65 3498 4509.45

20.07

32.95

140.86 160.93

154.94 187.89

Bare Costs Hr. Daily 19.45 155.6 285.4 195 636

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.7 253.6 19.45 31.7 313.95 214.5 60.05 66.06 782.05 79.5 97.76

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Equi[. Oper. (crane) 24.95 199.6 2 Equip. Oper. (light) 23.1 369.6 1 Equip. Oper. Oiler 20.25 162 1 Crawler Crane, 40 Ton 694.2 45 L.F. Leads, 15K Ft. Lbs. 45 1 Backhoe Loader, 48 H.P. 200.6 56 M.H., Daily Totals 2132.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.29 34.59 31 496 39.8 318.4 36.85 589.6 32.3 258.4 763.6 49.5 220.65 16.78 18.46 2970.55 38.07 53.05

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 1 Highway Laborer 18.55 148.4 4 Equip. Oper. (med.) 24.1 771.2 2 Truck Drivers (heavy) 19.45 311.2 1 Motor Grader, 30,000 Lb. 20.25 557.4 1 Grader Attach., Ripper 54 2 Stabilizers, 310 H.P 1270.8 1 Flatbed Truck, 3 Ton 155.8 1 Chem. Spreader, Towed 94.8 1 Vibr. Roller, 29,000 Lb. 366 1 Water Tank 5000 Gal. 195 1 Truck, 30 Ton 285.4 64 M.H., Daily Totals 4374.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.8 35.31 31 248 38.45 1230.4 31.7 507.2 613.15 59.4 1397.9 171.4 104.3 402.6 214.5 313.95 46.55 51.21 5537.2 68.35 86.52

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 1 Highway Laborer 18.55 148.4 4 Equip. Oper. (med.) 24.1 771.2 1 Truck Drivers (heavy) 19.45 155.6 1 Motor Grader, 30,000 Lb. 557.4 1 Grader Attach., Ripper 54 2 Stabilizers, 310 H.P 1270.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 22.14 35.83 31 248 38.45 1230.4 31.7 253.6 613.15 59.4 1397.9

Crew B-59 1 Truck Driver (heavy) 1 Truck, 30 Ton 1 Water Tank, 5000 Gal. 8 M.H., Daily Totals Crew B-60

Crew B-74

Crew B-75

1 Dist. Truck, 3000 Gal. 1 Vibr. Roller, 29,000 Lb. 56 M.H., Daily Totals

326 366 3813.8

358.6 402.6 4838.05

45.97 68.11

50.56 86.39

Bare Costs Hr. Daily 1 Dock Builder Foreman 25.5 204 5 Dock builders 23.5 940 2 Equip. Oper. (crane) 24.95 399.2 1 Equip. Oper. Oiler 20.25 162 1 Crawler Crane, 50 Ton 802.2 1 Barge, 400 Ton 405.6 1 Hammer, 15K. Ft. Lbs. 275 60 L.F. Leads, 15K. Ft. Lbs. 60 1 Air Compr., 600 C.F.M 269.6 2 50 Ft. Air Hoses, 3" Dia. 29.6 72 M.H., Daily Totals 3547.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.2 361.6 23.68 40.59 41.65 1666 39.8 636.8 32.3 258.4 882.4 446.15 302.5 66 296.55 32.55 25.58 28.14 4948.95 49.26 68.73

Bare Costs Hr. Daily 20.55 164.4 18.55 445.2 19.15 153.2 75 133.6 155.8 1127.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.07 31.7 31 744 31.2 249.6 82.5 146.95 171.4 9.11 10.02 1668.85 28.18 41.72

Bare Costs Hr. Daily 20.55 164.4 18.55 593.6 19.15 153.2 190 155.8 113.4 1370.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 18.98 31.58 31 992 31.2 249.6 209 171.4 124.75 9.57 10.52 2021.15 28.55 42.1

Bare Costs Hr. Daily 20.55 164.4 18.55 445.2 19.15 153.2 218.6 155.8 226.8 1364

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.07 31.7 31 744 31.2 249.6 240.45 171.4 249.5 15.03 16.53 1929.35 34.1 48.23

Bare Costs Hr. Daily

Incl. Subs O&P Hr. Daily

Crew B-76

Crew B-77 1 Labor Foreman 3 Laborers 1 Truck Driver (light) 1 Crack Cleaner, 25 H.P. 1 Crack Filler, Trailer Mtd. 1 Flatbed Truck, 3 Ton 40 M.H., Daily Totals Crew B-78 1 Labor Foreman 4 Laborers 1 Truck Driver (light) 1 Paint Striper, S.P. 1 Flatbed Truck, 3 Ton 1 Pickup Truck, 3/4 Ton 48 M.H., Daily Totals Crew B-79 1 Labor Foreman 3 Laborers 1 Truck Driver (light) 1 1 Flatbed Truck, 3 Ton 2 Pickup Truck, 3/4 Ton 40 M.H., Daily Totals Crew B-80

Cost per Manhour Bare Costs Incl. O&P

1 Labor Foreman 1 Laborers 1 Truck Driver (light) 1 Equip. Oper. (light) 1 Flatbed Truck, 3 Ton 1 Post Driver, T.M. 32 M.H., Daily Totals

20.55 18.55 19.15 23.1

164.4 148.4 153.2 184.8 155.8 271 1077.6

34.3 31 31.2 36.85

274.4 248 249.6 294.8 171.4 298.1 1536.3

20.34

33.34

13.34 33.68

14.67 48.01

Bare Costs Hr. Daily 18.55 148.4 24.1 192.8 19.45 155.6 253.6 285.4 1035.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 20.7 33.72 38.45 307.6 31.7 253.6 278.95 313.95 22.46 24.7 1402.1 43.16 58.42

Bare Costs Hr. Daily 18.55 148.4 23.1 184.8 39.8 373

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 20.83 33.92 36.85 294.8 43.8 2.49 2.74 586.6 23.32 36.66

Bare Costs Hr. Daily 24.1 192.8 189.55 148.4 482.2 823.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 21.33 34.73 31 248 530.4 30.14 33.15 1086 51.47 67.88

Bare Costs Hr. Daily 24.1 192.8 232.6 425.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 24.1 38.45 255.85 29.08 31.98 563.45 53.18 70.43

Bare Costs Hr. Daily 3 Highway Laborers 18.55 445.2 1 Equip. Oper. (med.) 24.1 192.8 1 Truck Driver (heavy) 19.45 155.6 1 Aerial Lift Truck 544 1 Brush Chipper, 130 H.P. 188.6 1 Pruning Saw, Rotary 18 40 M.H., Daily Totals 1544.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 744 19.84 32.63 38.45 307.6 31.7 253.6 598.4 207.45 19.8 18.77 20.64 2130.85 38.61 53.27

Bare Costs Hr. Daily 24.1 192.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 24.1 38.45

Crew B-81 1 Laborers 1 Equip. Oper. (med.) 1 Truck Driver (heavy) 1 Hydromulcher, T.M. 1 Tractor Truck, 4x2 24 M.H., Daily Totals Crew B-82 1 Highway Laborer 1 Equip. Oper. (light) 1 Horiz. Borer, 6 H.P. 16 M.H., Daily Totals Crew B-83 1 Tugboat Captain 1 Tugboat Hand 1 Tugboat, 250 H.P 16 M.H., Daily Totals Crew B-84 1 Equip. Oper. (med.) 1 Rotary Mower/Tractor 8 M.H., Daily Totals Crew B-85

Crew B-86 1 Equip. Oper. (med.)

1 Stump Chipper, S.P 8 M.H., Daily Totals

155.4 348.2

170.95 478.55

19.43 43.53

21.37 59.82

Bare Costs Hr. Daily 24.1 192.8 557.4 750.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 24.1 38.45 613.15 69.68 76.64 920.75 93.78 115.09

Bare Costs Hr. Daily 24.1 192.8 832 1024.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 24.1 38.45 915.2 104 114.4 1222.8 128.1 152.85

Bare Costs Hr. Daily 1 Common Laborer 18.55 148.4 4 Equip. Oper. (med.) 24.1 771.2 2 Feller Bunchers, 50 H.P 664.8 1 Long Chipper, 22" Tree 1921 1 Dozer, 105 H.P 291.8 1 Chainsaw, Gas, 36" Long 45 40 M.H., Daily Totals 3842.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 22.99 36.96 38.45 1230.4 731.3 2113.1 321 49.5 73.07 80.37 4693.3 96.06 117.33

Bare Costs Hr. Daily 1 Common Laborer 18.55 148.4 6 Equip. Oper. (med.) 24.1 1156.8 2 Feller Bunchers, 50 H.P 664.8 1 Long Chipper, 22" Tree 1921 2 Long Skidders, 50 H.P. 679.2 1 Dozer, 105 H.P 291.8 1 Chainsaw, Gas, 36" Long 45 56 M.H., Daily Totals 4907

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 23.31 37.39 38.45 1845.6 731.3 2113.1 747.1 321 49.5 64.32 70.75 6055.6 87.63 108.14

Bare Costs Hr. Daily 1 Equip. Oper. (light) 23.1 184.8 1 Truck Driver (light) 19.15 153.2 1 Truck, Stake Body, 3 Ton 155.8 1 Concrete Saw 98.8 1 Water Tank, 65 Gal. 7 16 M.H., Daily Totals 599.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.85 294.8 21.13 34.03 31.2 249.6 171.4 108.7 7.7 16.35 17.99 832.2 37.48 52.02

Bare Costs Hr. Daily 24.1 192.8 18.55 148.4 52.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.85 318.8 21.33 35.42 31 248 57.4 3.26 3.59

Crew B-86A 1 Equip. Oper. (medium) 1 Grader, 30,000 Lbs. 8 M.H., Daily Totals Crew B-86B 1 Equip. Oper. (medium) 1 Dozer, 200 H.P 8 M.H., Daily Totals Crew B-87

Crew B-88

Crew B-89

Crew B-89A 1 Skilled Worker 1 Laborer 1 Core Drill (large)

16 M.H., Daily Totals

393.4

624.2

24.59

39.01

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Highway Laborers 18.55 445.2 2 Equip. Oper. (light) 23.1 369.6 2 Truck Drivers (heavy) 19.45 311.2 1 Road Mixer, 310 H.P. 923.4 1 Dist. Truck, 2000 Gal. 297.8 64 M.H., Daily Totals 2511.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.16 33.05 31 744 36.85 589.6 31.7 507.2 1015.75 327.6 19.08 20.99 3458.55 39.24 54.04

Bare Costs Hr. Daily 1 Labor Foreman 20.55 164.4 2 Laborers 18.55 296.8 4 Equip. Oper. (medium) 24.1 771.2 2 Graders, 30,000 Lbs. 1114.8 1 Roller, Steel Wheel 223.8 1 Roller, Pnuematic Wheel 231.4 56 M.H., Daily Totals 2802.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 22.01 35.73 31 496 38.45 1230.4 1226.3 246.2 254.55 28.04 30.84 3727.85 50.05 66.57

Bare Costs Hr. Daily 1 Labor Foreman 20.55 164.4 2 Laborers 18.55 296.8 3 Equip. Oper. (medium) 24.1 578.4 1 Roller, Steel Wheel 223.8 1 Roller, Pneumatic Wheel 231.4 1 Road Mixer, 310 H.P. 923.4 48 M.H., Daily Totals 2418.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.66 35.28 31 496 38.45 922.8 246.2 254.55 1015.75 28.72 31.59 3209.7 50.38 66.87

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Highway Laborers 18.55 296.8 4 Equip. Oper. (med.) 24.1 771.2 1 Truck Driver (heavy) 19.45 155.6 1 Dist. Truck, 3000 Gal. 326 1 Aggreg. Spreader, S.P. 593.2 1 Roller, Pneu. Tire, 12 Ton 231.4 1 Roller, Steel, 10 Ton 223.8 64 M.H., Daily Totals 2762.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 21.69 35.23 31 496 31.7 1230.4 253.6 358.6 652.5 254.55 246.2 21.48 23.62 3766.25 43.17 58.85

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Highway Laborers 18.55 445.2 1 Crack Cleaner, 25 H.P. 75 1 Air Compressor 68.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.05 31.83 31 744 82.5 75.25

Crew B-90

Crew B-90A

Crew B-90B

Crew B-91

Crew B-92

1 Tar Kettle, T.M. 1 Flatbed Truck, 3 Ton 32 M.H., Daily Totals Crew B-93 1 Equip. Oper. (med.) 1 Feller Buncher, 50 H.P. 8 M.H., Daily Totals Crew B-94 1 Building Laborer 8 M.H., Daily Totals Crew B-94A 1 Building Laborer 1 Diaph. Water Pump, 2" 1 20 Ft. Suction Hose, 2" 2 50 Ft. Disch. Hoses, 2" 8 M.H., Daily Totals Crew B-94B 1 Building Laborer 1 Diaph. Water Pump, 4" 1 20 Ft. Suction Hose, 4" 2 50 Ft. Disch. Hoses, 4" 8 M.H., Daily Totals Crew B-94C 1 Building Laborer 1 Centr. Water Pump, 3" 1 20 Ft. Suction Hose, 3" 2 50 Ft. Disch. Hoses, 3" 8 M.H., Daily Totals Crew B-94D 1 Building Laborer 1 Centr. Water Pump, 6" 1 20 Ft. Suction Hose, 6" 2 50 Ft. Disch. Hoses, 6" 8 M.H., Daily Totals Crew B-95 1 Equip. Oper. (crane)

18.2 155.8 927

20 171.4 1367.55

9.92 28.97

10.91 42.74

Bare Costs Hr. Daily 24.1 192.8 332.4 525.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.45 307.6 24.1 38.45 365.65 41.55 45.71 673.25 65.65 84.16

Bare Costs Hr. Daily 18.55 148.4 148.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 248 18.55 31

Bare Costs Hr. Daily 18.55 148.4 19 4.4 6.8 178.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 20.9 4.85 7.5 3.78 4.15 281.25 22.33 35.15

Bare Costs Hr. Daily 18.55 148.4 54 11.4 12.8 226.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 59.4 12.55 14.1 9.78 10.75 334.05 28.33 41.75

Bare Costs Hr. Daily 18.55 148.4 28.4 7.4 8.8 193

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 31.25 8.15 9.7 5.58 6.13 297.1 24.13 37.13

Bare Costs Hr. Daily 18.55 148.4 156.8 19.4 30.8 355.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 18.55 31 172.5 21.35 33.9 25.88 28.46 475.75 44.43 59.46

Bare Costs Hr. Daily 24.95 199.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 21.75 35.4

1 Building Laborer 16 M.H., Daily Totals

18.55

148.4 348

31

248 566.4

21.75

35.4

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Building Laborer 18.55 148.4 1 Hyd. Excavator, 5/8 C.Y. 372.4 16 M.H., Daily Totals 720.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 21.75 35.4 31 248 409.65 23.28 25.6 976.05 45.03 61

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Building Laborer 18.55 148.4 1 Hyd. Excavator, 1.5 C.Y. 724.6 16 M.H., Daily Totals 1072.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 21.75 35.4 31 248 797.05 45.29 49.82 1363.45 67.04 85.22

Bare Costs Hr. Daily 1 Equip. Oper. (crane) 24.95 199.6 1 Building Laborer 18.55 148.4 1 Hyd. Excavator, 2.5 C.Y. 1732 16 M.H., Daily Totals 2080

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.8 318.4 21.75 35.4 31 248 1905.2 108.25 119.08 2471.6 130 154.48

Crew B-95A

Crew B-95B

Crew B-95C

Bare Costs Hr. Daily 23.35 560.4 18.55 148.4 24.6 733.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 936 22.15 37 31 248 27.05 0.77 0.85 1211.05 22.92 37.85

Bare Costs Hr. Daily 23.35 186.8 8.2 195

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 312 23.35 39 9 1.03 1.13 321 24.38 40.13

Bare Costs Hr. Daily 1 Carpenter Foreman (out) 25.35 202.8 4 Carpenters 23.35 747.2 1 Building Laborers 18.55 148.4 4 Power Tools 32.8 48 M.H., Daily Totals 1131.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 22.88 38.23 39 1248 31 248 36.1 0.68 0.75 1870.9 23.56 38.98

Bare Costs Hr. Daily 27.85 222.8 25.85 827.2 23.1 184.8 18.55 296.8 36.6 121.4 1689.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 50.75 406 23.93 42.25 47.1 1507.2 36.85 294.8 31 496 40.25 133.55 2.47 2.72 2877.8 26.4 44.97

Bare Costs Hr. Daily 27.85 222.8 25.85 620.4 36.6 879.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 50.75 406 26.35 48.01 47.1 1130.4 40.25 1.14 1.26 1576.65 27.49 49.27

Bare Costs Hr. Daily 27.85 222.8 25.85 827.2 24.95 199.6 20.25 162 508.2 1919.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 50.75 406 25.21 44.46 47.1 1507.2 39.8 318.4 32.3 258.4 559 9.08 9.98 3049 34.29 54.44

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.63 32.5

Crew C-1 3 Carpenters 1 Building Laborer 3 Power Tools 32 M.H., Daily Totals Crew C-1A 1 Carpenters 1 Circular Saw, 7" 8 M.H., Daily Totals Crew C-2

Crew C-3 1 Rodman Foreman 4 Rodmen (reinf.) 1 Equip. Oper. (light) 2 Building Laborers 3 Stressing Equipment 0.5 Grouting Equipment 64 M.H., Daily Totals Crew C-4 1 Rodman Foreman 3 Rodmen (reinf.) 3 Stressing Equipment 32 M.H., Daily Totals Crew C-5 1 Rodman Foreman 4 Rodmen (reinf.) 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Hyd. Crane, 25 Ton 56 M.H., Daily Totals Crew C-6

4 Building Laborers 1 Cement Finisher 2 Gas Engine Vibrators 48 M.H., Daily Totals

18.55 23.05

593.6 184.4 64.8 1007.2

31 36.7

992 293.6 71.3 1631.3

1.35 20.98

1.49 33.99

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 5 Building Laborers 18.55 742 1 Cement Finisher 23.05 184.4 1 Equip. Oper. (med.) 24.1 192.8 2 Gas Engine Vibrators 64.8 1 Concrete Bucket, 1 C.Y. 19.2 1 Hyd. Crane, 55 Ton 710 64 M.H., Daily Totals 2077.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.06 33.06 31 1240 36.7 293.6 38.45 307.6 71.3 21.1 781 12.41 13.65 2989 32.47 46.71

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2 2 Cement Finisher 23.05 368.8 1 Equip. Oper. (med.) 24.1 192.8 1 Concrete Pump (small) 542.6 56 M.H., Daily Totals 1713.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.91 34.16 31 744 36.7 587.2 38.45 307.6 596.85 9.69 10.66 2510.05 30.6 44.82

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2 2 Cement Finisher 23.05 368.8 48 M.H., Daily Totals 978.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.38 33.45 31 744 36.7 587.2 1605.6 20.38 33.45

Bare Costs Hr. Daily 23.05 184.4 37.2 221.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 36.7 293.6 23.05 36.7 40.9 4.65 5.12 334.5 27.7 41.82

Bare Costs Hr. Daily 18.55 148.4 23.05 368.8 74.4 591.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31 248 21.55 34.8 36.7 587.2 81.85 3.1 3.41 917.05 24.65 38.21

Bare Costs Hr. Daily 28 224 26 1248 24.95 199.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.47 46.42 48.85 2344.8 39.8 318.4

Crew C-7

Crew C-8

Crew C-8A

Crew C-9 1 Cement Finisher 1 Gas Finishing Mach. 8 M.H., Daily Totals Crew C-10 1 Building Laborer 2 Cement Finishers 2 Gas Finishing Mach. 24 M.H., Daily Totals Crew C-11 1 Struc. Steel Foreman 6 Struc. Steel Workers 1 Equip. Oper. (crane)

1 Equip. Oper. Oiler 1 Truck Crane, 150 Ton 72 M.H., Daily Totals

20.25

162 1441 3274.6

32.3

258.4 1585.1 4927.5

20.01 45.48

22.02 68.44

Bare Costs Hr. Daily 1 Carpenter Foreman (out) 25.35 202.8 3 Carpenters 23.35 560.4 1 Building Laborer 18.55 148.4 1 Equip. Oper. Oiler 24.95 199.6 1 Hyd. Crane, 12 Ton 375.4 48 M.H., Daily Totals 1486.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 23.15 38.36 39 936 31 248 39.8 318.4 412.95 7.82 8.6 2254.15 30.97 46.96

Bare Costs Hr. Daily 26 208 26 208 23.35 186.8 73.4 676.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 48.85 390.8 25.12 45.57 48.85 390.8 39 312 80.75 3.06 3.36 1174.35 28.18 48.93

Bare Costs Hr. Daily 1 Carpenter Foreman (out) 25.35 202.8 5 Carpenters 23.35 934 4 Building Laborers 18.55 593.6 4 Rodmen (reinf.) 25.85 827.2 2 Cement Finishers 23.05 368.8 1 Equip. Oper. (crane) 24.95 199.6 1 Equip. Oper. Oiler 20.25 162 1 Crane, 80 Ton, & Tools 962.4 3 Power Tools 24.6 2 Gas Finishing Mach. 74.4 144 M.H., Daily Totals 4349.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 22.83 38.63 39 1560 31 992 47.1 1507.2 36.7 587.2 39.8 318.4 32.3 258.4 1058.65 27.05 81.85 7.37 8.11 6729.55 30.2 46.74

Bare Costs Hr. Daily 1 Carpenter Foreman (out) 25.35 202.8 2 Carpenters 23.35 373.6 3 Building Laborers 18.55 445.2 2 Cement Finishers 23.05 368.8 1 Rodman (reinf.) 25.85 206.8 2 Power Tools 16.4 1 Gas Finishing Mach. 37.2 72 M.H., Daily Totals 1650.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 22.18 37.09 39 624 31 744 36.7 587.2 47.1 376.8 18.05 40.9 0.74 0.82 2729.75 22.92 37.91

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 3 Building Laborers 18.55 445.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 22.01 37.04 31 744

Crew C-12

Crew C-13 1 Struc. Steel Worker 1 Welder 1 Carpenter 1 Gas Welding Machine 48 M.H., Daily Totals Crew C-14

Crew C-15

Crew C-16

2 Cement Finishers 1 Equip. Oper. (med.) 2 Rodmen (reinf.) 1 Concrete Pump (small) 72 M.H., Daily Totals

23.05 24.1 25.85

368.8 192.8 413.6 542.6 2127.4

36.7 38.45 47.1

587.2 307.6 753.6 596.85 3263.65

7.54 29.55

8.29 45.33

Bare Costs Hr. Daily 26.1 417.6 24.1 1542.4 1960

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.5 40.51 39.85 2550.4 3240.8 24.5 40.51

Bare Costs Hr. Daily 2 Skilled Worker Foremen 26.1 417.6 8 Skilled Workers 24.1 1542.4 0.13 Equip. Oper. (crane) 24.95 24.95 0.13 Crane, 80 Ton, & Tools 120.3 0.13 Hand Held Power Tools 1.02 0.13 Walk Behind Power Tools 4.65 81 M.H., Daily Totals 2110.92

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.51 40.5 39.85 2550.4 39.8 39.8 132.35 1.15 5.1 1.56 1.71 3419.2 26.07 42.21

Bare Costs Hr. Daily 2 Skilled Worker Foremen 26.1 417.6 8 Skilled Workers 24.1 1542.4 0.25 Equip. Oper. (crane) 24.95 49.9 0.25 Crane, 80 Ton, & Tools 240.6 0.25 Hand Held Power Tools 2.05 0.25 Walk Behind Power Tools 9.3 82 M.H., Daily Totals 2261.85

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.51 40.49 39.85 2550.4 39.8 79.6 264.65 2.25 10.25 3.07 3.38 3597.55 27.58 43.87

Bare Costs Hr. Daily 2 Skilled Worker Foremen 26.1 417.6 8 Skilled Workers 24.1 1542.4 0.38 Equip. Oper. (crane) 24.95 74.85 0.38 Crane, 80 Ton, & Tools 360.9 0.38 Hand Held Power Tools 3.08 0.38 Walk Behind Power Tools 13.95 83 M.H., Daily Totals 2412.78

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.52 40.48 39.85 2550.4 39.8 119.4 397 3.4 15.35 4.55 5.01 3775.95 29.07 45.49

Bare Costs Hr. Daily 2 Skilled Worker Foremen 26.1 417.6 8 Skilled Workers 24.1 1542.4 0.5 Equip. Oper. (crane) 24.95 99.8 0.5 Crane, 80 Ton, & Tools 481.2 0.5 Hand Held Power Tools 4.1 0.5 Walk Behind Power Tools 18.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.52 40.48 39.85 2550.4 39.8 159.2 529.3 4.5 20.45 6 6.6

Crew C-17 2 Skilled Worker Foremen 8 Skilled Workers 80 M.H., Daily Totals Crew C-17A

Crew C-17B

Crew C-17C

Crew C-17D

84 M.H., Daily Totals

2563.7

3954.25

30.52

47.08

Bare Costs Hr. Daily 26.1 417.6 24.1 1542.4 57.4 2017.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.5 40.51 39.85 2550.4 63.15 0.72 0.79 3303.95 25.22 41.3

Bare Costs Hr. Daily 20.55 20.55 18.55 148.4 47.4 216.35

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 34.3 18.77 31.37 31 248 52.15 5.27 5.79 334.45 24.04 37.16

Bare Costs Hr. Daily 20.55 20.55 18.55 148.4 96 264.95

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 34.3 18.77 31.37 31 248 105.6 10.67 11.73 387.9 29.44 43.1

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 5 Building Laborers 18.55 742 1 Cement Finisher 23.05 184.4 1 Equip. Oper. (med.) 24.1 192.8 2 Gas Engine Vibrators 64.8 1 Concrete Pump (small) 542.6 64 M.H., Daily Totals 1891

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.06 33.06 31 1240 36.7 293.6 38.45 307.6 71.3 596.85 9.49 10.44 2783.75 29.55 43.5

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 5 Building Laborers 18.55 742 1 Cement Finisher 23.05 184.4 1 Equip. Oper. (med.) 24.1 192.8 2 Gas Engine Vibrators 64.8 1 Concrete Conveyer 130 64 M.H., Daily Totals 1478.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 20.06 33.06 31 1240 36.7 293.6 38.45 307.6 71.3 143 3.04 3.35 2329.9 23.1 36.41

Bare Costs Hr. Daily 27.85 222.8 25.85 827.2 24.95 24.95 20.25 20.25 63.53

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 50.75 406 26.08 47.27 47.1 1507.2 39.8 39.8 32.3 32.3 69.9 1.51 1.66

Crew C-17E 2 Skilled Worker Foremen 8 Skilled Workers 1 Hyd. Jack with Rods 80 M.H., Daily Totals Crew C-18 0.13 Labor Foreman (out) 1 Building Laborer 1 Concrete Cart, 10 C.F 9 M.H., Daily Totals Crew C-19 0.13 Labor Foreman (out) 1 Building Laborer 1 Concrete Cart, 18 C.F 9 M.H., Daily Totals Crew C-20

Crew C-21

Crew C-22 1 Rodman Foreman 4 Rodmen (reinf.) 0.13 Equip. Oper. (crane) 0.13 Equip. Oper. Oiler 0.13 Hyd. Crane, 25 Ton

42 M.H., Daily Totals Crew C-23 2 Skilled Worker Foremen 6 Skilled Workers 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Crane, 90 Ton 80 M.H., Daily Totals Crew C-24 2 Skilled Worker Foremen 6 Skilled Workers 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Truck Crane, 150 Ton 80 M.H., Daily Totals Crew C-25 2 Rodmen (reinf.) 2 Rodmen Helpers 32 M.H., Daily Totals

1158.73

2055.2

27.59

48.93

Bare Costs Hr. Daily 26.1 417.6 24.1 1156.8 24.95 199.6 20.25 162 994.4 2930.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.2 39.75 39.85 1912.8 39.8 318.4 32.3 258.4 1093.85 12.43 13.67 4273.85 36.63 53.42

Bare Costs Hr. Daily 26.1 417.6 24.1 1156.8 24.95 199.6 20.25 162 1441 3377

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.15 690.4 24.2 39.75 39.85 1912.8 39.8 318.4 32.3 258.4 1585.1 18.01 19.81 4765.1 42.21 59.56

Bare Costs Hr. Daily 25.85 413.6 15.25 244 657.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 47.1 753.6 20.55 37.3 27.5 440 1193.6 20.55 37.3

Crew D-1 1 Bricklayer 1 Bricklayer Helper 16 M.H., Daily Totals Crew D-2 3 Bricklayers 2 Bricklayer Helpers 0.5 Carpenter 44 M.H., Daily Totals Crew D-3 3 Bricklayers 2 Bricklayer Helpers 0.25 Carpenter 42 M.H., Daily Totals Crew D-4 1 Bricklayer 2 Bricklayer Helpers 1 Equip. Oper. (light) 1 Grout Pump 1 Hoses & Hopper 1 Accessories 32 M.H., Daily Totals Crew D-5 1 Bricklayer 1 Power Tool 8 M.H., Daily Totals Crew D-6 3 Bricklayers 3 Bricklayer Helpers 0.25 Carpenter 50 M.H., Daily Totals Crew D-7 1 Tile Layer 1 Tile Layer Helper 16 M.H., Daily Totals Crew D-8

Bare Costs Hr. Daily 24.05 192.4 18.85 150.8 343.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 316.8 21.45 35.33 31.05 248.4 565.2 21.45 35.33

Bare Costs Hr. Daily 24.05 577.2 18.85 301.6 23.35 93.4 972.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 950.4 22.1 36.44 31.05 496.8 39 156 1603.2 22.1 36.44

Bare Costs Hr. Daily 24.05 577.2 18.85 301.6 23.35 46.7 925.5

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 950.4 22.04 36.31 31.05 496.8 39 78 1525.2 22.04 36.31

Bare Costs Hr. Daily 24.05 192.4 18.85 301.6 23.1 184.8 102.8 24.2 10.4 816.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 316.8 21.21 34.64 31.05 496.8 36.85 294.8 113.1 26.6 11.45 4.29 4.72 1259.55 25.5 39.36

Bare Costs Hr. Daily 24.05 192.4 36.8 229.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 316.8 24.05 39.6 40.5 4.6 5.06 357.3 28.65 44.66

Bare Costs Hr. Daily 24.05 577.2 18.85 452.4 23.35 46.7 1076.3

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 950.4 21.53 35.47 31.05 745.2 39 78 1773.6 21.53 35.47

Bare Costs Hr. Daily 23.5 188 18.7 149.6 337.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.05 296.4 21.1 33.28 29.5 236 532.4 21.1 33.28

Bare Costs

Incl. Subs O&P

Cost per Manhour

Crew D-8 3 Bricklayers 2 Bricklayer Helpers 40 M.H., Daily Totals Crew D-9 3 Bricklayers 3 Bricklayer Helpers 48 M.H., Daily Totals Crew D-10 1 Bricklayer Foreman 1 Bricklayer 2 Bricklayer Helpers 1 Equip. Oper. (crane) 1 Truck Crane, 12.5 Ton 40 M.H., Daily Totals Crew D-11 1 Bricklayer Foreman 1 Bricklayer 1 Bricklayer Helper 24 M.H., Daily Totals Crew D-12 1 Bricklayer Foreman 1 Bricklayer 2 Bricklayer Helpers 32 M.H., Daily Totals Crew D-13 1 Bricklayer Foreman 1 Bricklayer 2 Bricklayer Helpers 1 Carpenter 1 Equip. Oper. (crane) 1 Truck Crane, 12.5 Ton 48 M.H., Daily Totals

Hr. 24.05 18.85

Daily 577.2 301.6 878.8

Hr. 39.6 31.05

Daily Bare Costs Incl. O&P 950.4 21.97 36.18 496.8 1447.2 21.97 36.18

Bare Costs Hr. Daily 24.05 577.2 18.85 452.4 1029.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.6 950.4 21.45 35.33 31.05 745.2 1695.6 21.45 35.33

Bare Costs Hr. Daily 26.05 208.4 24.05 192.4 18.85 301.6 24.95 199.6 441.2 1343.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 22.55 36.88 39.6 316.8 31.05 496.8 39.8 318.4 485.3 11.03 12.13 1960.5 33.58 49.01

Bare Costs Hr. Daily 26.05 208.4 24.05 192.4 18.85 150.8 551.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 22.98 37.85 39.6 316.8 31.05 248.4 908.4 22.98 37.85

Bare Costs Hr. Daily 26.05 208.4 24.05 192.4 18.85 301.6 702.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 21.95 36.15 39.6 316.8 31.05 496.8 1156.8 21.95 36.15

Bare Costs Hr. Daily 26.05 208.4 24.05 192.4 18.85 301.6 23.35 186.8 24.95 199.6 441.2 1530

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 22.68 37.23 39.6 316.8 31.05 496.8 39 312 39.8 318.4 485.3 9.19 10.11 2272.5 31.87 47.34

Crew E-1 1 Welder Foreman 1 Welder 1 Equip. Oper. (light) 1 Gas Welding Machine 24 M.H., Daily Totals Crew E-2 1 Struc. Steel Foreman 4 Struc. Steel Workers 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Crane, 90 Ton 56 M.H., Daily Totals Crew E-3 1 Struc. Steel Foreman 1 Struc. Steel Worker 1 Welder 1 Gas Welding Machine 1 Torch, Gas & Air 24 M.H., Daily Totals Crew E-4 1 Struc. Steel Foreman 3 Struc. Steel Workers 1 Gas Welding Machine 32 M.H., Daily Totals Crew E-5 2 Struc. Steel Foremen 5 Struc. Steel Workers 1 Equip. Oper. (crane) 1 Welder 1 Equip. Oper. Oiler 1 Crane, 90 Ton 1 Gas Welding Machine 1 Torch, Gas & Air 80 M.H., Daily Totals Crew E-6 3 Struc. Steel Foremen 9 Struc. Steel Workers 1 Equip. Oper. (crane)

Bare Costs Hr. Daily 28 224 26 208 23.1 184.8 73.4 690.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.7 46.1 48.85 390.8 36.85 294.8 80.75 3.06 3.36 1187.15 28.76 49.46

Bare Costs Hr. Daily 28 224 26 832 24.95 199.6 20.25 162 994.4 2412

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.31 45.73 48.85 1563.2 39.8 318.4 32.3 258.4 1093.85 17.76 19.53 3654.65 43.07 65.26

Bare Costs Hr. Daily 28 224 26 208 26 208 73.4 66 779.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 26.67 50.1 48.85 390.8 48.85 390.8 80.75 72.6 5.81 6.39 1355.75 32.48 56.49

Bare Costs Hr. Daily 28 224 26 624 73.4 921.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 26.5 49.79 48.85 1172.4 80.75 2.29 2.52 1673.95 28.79 52.31

Bare Costs Hr. Daily 28 448 26 1040 24.95 199.6 26 208 20.25 162 994.4 73.4 66 3191.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 841.6 25.72 47.04 48.85 1954 39.8 318.4 48.85 390.8 32.3 258.4 1093.85 80.75 72.6 14.17 15.59 5010.4 39.89 62.63

Bare Costs Hr. Daily 28 672 26 1872 24.95 199.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 1262.4 25.77 47.2 48.85 3517.2 39.8 318.4

1 Welder 1 Equip. Oper. Oiler 1 Equip. Oper. (light) 1 Crane, 90 Ton 1 Gas Welding Machine 1 Torch, Gas & Air Compact Wrenches 128 M.H., Daily Totals Crew E-7 1 Struc. Steel Foreman 4 Struc. Steel Workers 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Welder Foreman 2 Welders 1 Crane, 90 Ton 2 Gas Welding Machines 80 M.H., Daily Totals Crew E-8 1 Struc. Steel Foreman 4 Struc. Steel Workers 1 Welder Foreman 4 Welders 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Equip. Oper. (light) 1 Crane, 90 Ton 4 Gas Welding Machines 104 M.H., Daily Totals Crew E-9 2 Struc. Steel Foremen 5 Struc. Steel Workers 1 Welder Foreman 5 Welders 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Equip. Oper. (light) 1 Crane, 90 Ton 5 Gas Welding Machines 1 Torch, Gas & Air 128 M.H., Daily Totals Crew E-10

26 20.25 23.1

208 162 184.8 994.4 73.4 66 90.2 59.6 4582

48.85 32.3 36.85

390.8 258.4 294.8 1093.85 80.75 72.6 99.2 65.55 7453.95

10.03 35.8

11.03 58.23

Bare Costs Hr. Daily 28 224 26 832 24.95 199.6 20.25 162 28 224 26 416 994.4 146.8 3198.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.72 47.04 48.85 1563.2 39.8 318.4 32.3 258.4 52.6 420.8 48.85 781.6 1093.85 161.5 14.27 15.69 5018.55 39.99 62.73

Bare Costs Hr. Daily 28 224 26 832 28 224 26 832 24.95 199.6 20.25 162 23.1 184.8 994.4 293.6 3946.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.56 46.53 48.85 1563.2 52.6 420.8 48.85 1563.2 39.8 318.4 32.3 258.4 36.85 294.8 1093.85 322.95 12.38 13.62 6256.4 37.94 60.15

Bare Costs Hr. Daily 28 448 26 1040 28 224 26 1040 24.95 199.6 20.25 162 23.1 184.8 994.4 367 66 4725.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 841.6 25.77 47.2 48.85 1954 52.6 420.8 48.85 1954 39.8 318.4 32.3 258.4 36.85 294.8 1093.85 403.7 72.6 11.15 12.27 7612.15 36.92 59.47

Bare Costs

Incl. Subs O&P

Cost per Manhour

Crew E-10 1 Welder Foreman 1 Welder 4 Gas Welding Machines 1 Truck, 3 Ton 16 M.H., Daily Totals

Hr. 28 26

Daily 224 208 293.6 155.8 881.4

Hr. 52.6 48.85

Daily Bare Costs Incl. O&P 420.8 27 50.72 390.8 322.95 171.4 28.09 30.9 1305.95 55.09 81.62

Bare Costs Hr. Daily 2 Painters, Struc. Steel 22.55 360.8 1 Building Laborer 18.55 148.4 1 Equip. Oper. (light) 23.1 184.8 1 Air Compressor 250 C.F.M. 102.8 1 Sand Blaster 24.2 1 Sand Blasting Accessories 10.4 32 M.H., Daily Totals 831.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 45.05 720.8 21.69 39.49 31 248 36.85 294.8 113.1 26.6 11.45 4.29 4.72 1414.75 25.98 44.21

Bare Costs Hr. Daily 28 224 23.1 184.8 73.4 482.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 25.55 44.72 36.85 294.8 80.75 4.59 5.05 796.35 30.14 49.77

Bare Costs Hr. Daily 28 224 26 208 73.4 505.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 27 50.72 48.85 390.8 80.75 4.59 5.05 892.35 31.59 55.77

Crew E-11

Crew E-12 1 Welder Foreman 1 Equip. Oper. (light) 1 Gas Welding Machines 16 M.H., Daily Totals Crew E-16 1 Welder Foreman 1 Welder 1 Gas Welding Machines 16 M.H., Daily Totals

Crew F-1 1 Carpenter 1 Power Tools 8 M.H., Daily Totals Crew F-2 2 Carpenters 2 Power Tools 16 M.H., Daily Totals Crew F-3 4 Carpenters 1 Equip. Oper. (crane) 1 Hyd. Crane, 12 Ton 2 Power Tools 40 M.H., Daily Totals Crew F-4 4 Carpenters 1 Equip. Oper. (crane) 1 Equip. Oper. Oiler 1 Hyd. Crane, 55 Ton 2 Power Tools 48 M.H., Daily Totals Crew F-5 1 Carpenter Foreman 3 Carpenters 2 Power Tools 32 M.H., Daily Totals Crew F-6 2 Carpenters 2 Building Laborers 1 Equip. Oper. (crane) 1 Hyd. Crane, 12 Ton 2 Power Tools 40 M.H., Daily Totals Crew F-7 2 Carpenters 2 Building Laborers 2 Power Tools

Bare Costs Hr. Daily 23.35 186.8 26 8.2 195

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 312 23.35 39 9 1.03 1.13 321 24.38 40.13

Bare Costs Hr. Daily 23.35 373.6 16.4 390

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 23.35 39 18.05 1.03 1.13 642.05 24.38 40.13

Bare Costs Hr. Daily 23.35 747.2 24.95 199.6 375.4 16.4 1338.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 1248 23.67 39.16 39.8 318.4 412.95 18.05 9.8 10.77 1997.4 33.47 49.93

Bare Costs Hr. Daily 23.35 747.2 24.95 199.6 20.25 162 710 16.4 1835.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 1248 23.1 38.02 39.8 318.4 32.3 258.4 781 18.05 15.13 16.65 2623.85 38.23 54.67

Bare Costs Hr. Daily 25.35 202.8 23.35 560.4 16.4 779.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.35 338.8 23.85 39.84 39 936 18.05 0.51 0.56 1292.85 24.36 40.4

Bare Costs Hr. Daily 23.35 373.6 18.55 296.8 24.95 199.6 375.4 16.4 1261.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 21.75 35.96 31 496 39.8 318.4 412.95 18.05 9.8 10.77 1869.4 31.55 46.73

Bare Costs Hr. Daily 23.35 373.6 18.55 296.8 16.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 20.95 35 31 496 18.05 0.51 0.56

32 M.H., Daily Totals

686.8

1138.05

21.46

35.56

Bare Costs Hr. Daily 23.25 186 21.25 680 15.25 244 148.4 1258.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 41.95 335.6 19.82 35.76 38.35 1227.2 27.5 440 163.25 2.65 2.92 2166.05 22.47 38.68

Bare Costs Hr. Daily 22.8 182.4 19.05 152.4 18.55 148.4 242.8 726

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.25 298 20.13 33.13 31.15 249.2 31 248 267.1 10.12 11.13 1062.3 30.25 44.26

Bare Costs Hr. Daily 26.65 426.4 18.55 296.8 24.6 747.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.7 683.2 22.6 36.85 31 496 27.05 0.77 0.85 1206.25 23.37 37.7

Bare Costs Hr. Daily 1 Labor Foreman (outside) 20.55 164.4 2 Building Laborers 18.55 296.8 1 Light Truck, 1.5 Ton 153.4 1 Air Compr., 160 C.F.M. 90.2 24 M.H., Daily Totals 704.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 34.3 274.4 19.22 32.1 31 496 168.75 99.2 10.15 11.17 1038.35 29.37 43.27

Bare Costs Hr. Daily 23.25 186 21.25 340 15.25 244 148.4 918.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 41.95 335.6 19.25 34.73 38.35 613.6 27.5 440 163.25 3.71 4.08 1552.45 22.96 38.81

Crew G-1 1 Roofer Foreman 4 Roofers, Composition 2 Roofer Helpers 1 Application Equipment 56 M.H., Daily Totals Crew G-2 1 Plasterer 1 Plasterer Helper 1 Building Laborer 1 Grouting Equipment 24 M.H., Daily Totals Crew G-3 2 Sheet Metal Workers 2 Building Laborers 3 Power Tools 32 M.H., Daily Totals Crew G-4

Crew G-5 1 Roofer Foreman 2 Roofers, Composition 2 Roofer Helpers 1 Application Equipment 40 M.H., Daily Totals

Crew H-1 2 Glaziers 2 Struc. Steel Workers 32 M.H., Daily Totals Crew H-2 2 Glaziers 1 Building Laborer 24 M.H., Daily Totals Crew H-3 1 Glaziers 1 Helper 16 M.H., Daily Totals

Bare Costs Hr. Daily 23.5 376 26 416 792

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38 608 24.75 43.42 48.85 781.6 1389.6 24.75 43.42

Bare Costs Hr. Daily 23.5 376 18.55 148.4 524.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38 608 21.85 35.67 31 248 856 21.85 35.67

Bare Costs Hr. Daily 23.5 188 18.1 144.8 332.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38 304 20.8 34.08 30.15 241.2 545.2 20.8 34.08

Bare Costs Hr. Daily 22.8 547.2 19.05 304.8 38.6 890.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.25 894 21.3 34.81 31.15 498.4 42.45 0.97 1.06 1434.85 22.27 35.87

Bare Costs Hr. Daily 22.8 547.2 19.05 304.8 23.2 185.6 38.6 1076.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.25 894 21.62 35.21 31.15 498.4 37.2 297.6 42.45 0.8 0.88 1732.45 22.42 36.09

Bare Costs Hr. Daily 1 Terrazzo Worker 23.7 189.6 1 Terrazzo Helper 19.35 154.8 1 Terrazzo Grinder,Electric 37.2 1 Terrazzo Mixer 58.6 16 M.H., Daily Totals 440.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.35 298.8 21.53 33.92 30.5 244 40.9 64.45 5.99 6.59 648.15 27.52 40.51

Bare Costs Hr. Daily 23.5 188 18.7 149.6 337.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 37.05 296.4 21.1 33.28 29.5 236 532.4 21.1 33.28

Crew J-1 3 Plasterers 2 Plasterer Helpers 1 Mixing Machine, 6 C.F. 40 M.H., Daily Totals Crew J-2 3 Plasterers 2 Plasterer Helpers 1 Lather 1 Mixing Machine, 6 C.F. 48 M.H., Daily Totals Crew J-3

Crew J-4 1 Tile Layer 1 Tile Layer Helper 16 M.H., Daily Totals

Crew K-1 1 Carpenter 1 Truck Driver (light) 1 Truck w/ Power Equip. 16 M.H., Daily Totals Crew K-2 1 Struc. Steel Foreman 1 Struc. Steel Worker 1 Truck Driver (light) Truck w/ Power Equip. 24 M.H., Daily Totals

Bare Costs Hr. Daily 23.25 186.8 19.15 153.2 155.8 495.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 312 21.25 35.1 31.2 249.6 171.4 9.74 10.71 733 30.99 45.81

Bare Costs Hr. Daily 28 224 26 208 19.15 153.2 155.8 741

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 24.38 44.22 48.85 390.8 31.2 249.6 171.4 6.49 7.14 1232.6 30.87 51.36

Crew L-1 1 Electrician 1 Plumber 16 M.H., Daily Totals Crew L-2 1 Carpenter 1 Carpenter Helper 16 M.H., Daily Totals Crew L-3 1 Carpenter 0.5 Electrician 0.5 Sheet Metal Worker 16 M.H., Daily Totals Crew L-4 2 Skilled Worker 1 Helper 24 M.H., Daily Totals Crew L-5 1 Struc. Steel Foreman 5 Struc. Steel Workers 1 Equip. Oper. (crane) M.H., Daily Totals Crew L-6 1 Plumber 0.5 Electrician 12 M.H., Daily Totals Crew L-7 2 Carpenters 1 Building Laborer 0.5 Electrician 28 M.H., Daily Totals Crew L-8 2 Carpenters 0.5 Plumber

Bare Costs Hr. Daily 26.7 213.6 27.4 219.2 432.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 41.4 331.2 27.05 42.15 42.9 343.2 674.4 27.05 42.15

Bare Costs Hr. Daily 23.35 186.8 18.1 144.8 331.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 312 20.73 34.58 30.15 241.2 553.2 20.73 34.58

Bare Costs Hr. Daily 23.35 186.8 26.7 106.8 26.65 106.6 400.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 312 25.01 40.53 41.4 165.6 42.7 170.8 648.4 25.01 40.53

Bare Costs Hr. Daily 24.1 385.6 18.1 144.8 530.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.85 637.6 22.1 36.62 30.15 241.2 878.8 22.1 36.62

Bare Costs Hr. Daily 28 224 26 1040 24.95 199.6 508.2 1971.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 26.14 48.09 48.85 1954 39.8 318.4 559 9.08 9.98 3252.2 35.22 58.07

Bare Costs Hr. Daily 27.4 219.2 26.7 106.8 326

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 27.17 42.4 41.4 165.6 508.8 27.17 42.4

Bare Costs Hr. Daily 23.35 373.6 18.55 148.4 26.7 106.8 628.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 22.46 37.06 31 248 41.4 165.6 1037.6 22.46 37.06

Bare Costs Hr. Daily 23.35 373.6 27.4 109.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39 624 24.16 39.78 42.9 171.6

20 M.H., Daily Totals Crew L-9 1 Labor Foreman (inside) 2 Building Laborers 1 Struc. Steel Worker 0.5 Electrician 36 M.H., Daily Totals

483.2 Bare Costs Hr. Daily 19.05 152.4 18.55 296.8 26 208 26.7 106.8 764

795.6

24.16

39.78

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 31.8 254.4 21.22 36.3 31 496 48.85 390.8 41.4 165.6 1306.8 21.22 36.3

Crew M-1 3 Elevator Constructors 1 Elevator Apprentice 5 Hand Tools 32 M.H., Daily Totals Crew M-2 2 Millwrights 2 Power Tools 16 M.H., Daily Totals

Bare Costs Hr. Daily 27.25 654 21.8 174.4 80 908.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.5 1020 25.89 40.38 34 272 88 2.5 2.75 1380 28.39 43.13

Bare Costs Hr. Daily 24.35 389.6 16.4 406

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 38.8 620.8 24.35 38.8 18.05 1.03 1.13 638.85 25.38 39.93

Crew Q-1 1 Plumber 1 Plumber Apprentice 16 M.H., Daily Totals Crew Q-2 2 Plumbers 1 Plumber Apprentice 24 M.H., Daily Totals Crew Q-3 1 Plumber Foreman (ins) 2 Plumbers 1 Plumber Apprentice 32 M.H., Daily Totals Crew Q-4 1 Plumber Foreman (ins) 1 Plumber 1 Welder (plumber) 1 Plumber Apprentice 1 Electric Welding Mach. 32 M.H., Daily Totals

Bare Costs Hr. Daily 27.4 219.2 21.9 175.2 394.4

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 343.2 24.65 38.58 34.25 274 617.2 24.65 38.58

Bare Costs Hr. Daily 27.4 438.4 21.9 175.2 613.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.9 686.4 25.57 40.02 34.25 274 960.4 25.57 40.02

Bare Costs Hr. Daily 27.9 223.2 27.4 438.4 21.9 175.2 836.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.65 349.2 26.15 40.93 42.9 686.4 34.25 274 1309.6 26.15 40.93

Bare Costs Hr. Daily 27.9 223.2 27.4 219.2 27.4 219.2 21.9 175.2 45.8 882.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 43.65 349.2 26.15 40.93 42.9 343.2 42.9 343.2 34.25 274 50.4 1.43 1.57 1360 27.58 42.5

Crew R-3 1 Electrician Foreman 1 Electrician 0.5 Equip. Oper. (crane) 0.5 S.P. Crane, 5 Ton 20 M.H., Daily Totals Crew R-4 1 Struc. Steel Foreman 3 Struc. Steel Workers 1 Electrician 1 Gas Welding Machine 40 M.H., Daily Totals Crew R-5 1 Electrician Foreman 4 Electrician Lineman 2 Electrician Operators 4 Electrician Groundmen 1 Crew Truck 1 Tool Van 1 Pick-up Truck 0.2 Crane, 55 Ton 0.2 Crane, 12 Ton 0.2 Auger, Truck Mtd. 1 Tractor w/ Winch 88 M.H., Daily Totals Crew R-6 1 Electrician Foreman 4 Electrician Linemen 2 Electrician Operators 4 Electrician Groundmen 1 Crew Truck 1 Tool Van 1 Pick-up Truck 0.2 Crane, 55 Ton 0.2 Crane, 12 Ton 0.2 Auger, Truck Mtd. 1 Tractor w/ Winch 3 Cable Trailers 0.5 Tensioning Rig 0.5 Cable Pulling Rig 88 M.H., Daily Totals Crew R-7

Bare Costs Hr. Daily 27.2 217.6 26.7 213.6 24.95 99.8 112.6 643.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 26.55 41.4 41.4 331.2 39.8 159.2 123.85 5.63 6.19 951.85 32.18 47.59

Bare Costs Hr. Daily 28 224 26 624 26.7 213.6 73.4 1135

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 52.6 420.8 26.54 48.11 48.85 1172.4 41.4 331.2 80.75 1.84 2.02 2005.15 28.38 50.13

Bare Costs Hr. Daily 27.2 217.6 26.7 854.4 26.7 427.2 18.1 579.2 169.6 308 113.4 142 75.08 313.8 265.4 3465.68

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 23.62 37.38 41.4 1324.8 41.4 662.4 30.15 964.8 186.55 338.8 124.75 156.2 82.6 345.2 291.95 15.76 17.34 4815.65 39.38 54.72

Bare Costs Hr. Daily 27.2 217.6 26.7 854.4 26.7 427.2 18.1 579.2 169.6 308 113.4 142 75.08 313.8 265.4 392.4 127.9 764 4749.98

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 23.62 37.38 41.4 1324.8 41.4 662.4 30.15 964.8 186.55 338.8 124.75 156.2 82.6 345.2 291.95 431.65 140.7 840.4 30.36 33.39 6228.4 53.98 70.77

Bare Costs

Incl. Subs O&P

Cost per Manhour

Crew R-7 1 Electrician Foreman 5 Electrician Groundmen 1 Crew Truck 48 M.H., Daily Totals Crew R-8 1 Electrician Foreman 3 Electrician Linemen 2 Electrician Groundmen 1 Pick-up Truck 1 Crew Truck 48 M.H., Daily Totals Crew R-9 1 Electrician Foreman 1 Electrician Linemen 2 Electrician Operators 4 Electrician Groundmen 1 Pick-up Truck 1 Crew Truck 64 M.H., Daily Totals Crew R-10 1 Electrician Foreman 4 Electrician Linemen 1 Electrician Groundman 1 Crew Truck 3 Tram Cars 48 M.H., Daily Totals Crew R-11 1 Electrician Foreman 4 Electricians 1 Helper 1 Common Laborer 1 Crew Truck 1 Crane, 12 Ton 56 M.H., Daily Totals Crew R-12 1 Carpenter Foreman 4 Carpenters 4 Common Laborers 1 Equip. Oper. (med.)

Hr. 27.2 18.1

Daily 217.6 724 169.6 1111.2

Hr. 42.2 30.15

Daily Bare Costs Incl. O&P 337.6 19.62 32.16 1206 186.55 3.53 3.89 1730.15 23.15 36.05

Bare Costs Hr. Daily 27.2 217.6 26.7 640.8 18.1 289.6 113.4 169.6 1431

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 23.92 37.78 41.4 993.6 30.15 482.4 124.75 186.55 5.9 6.49 2124.9 29.82 44.27

Bare Costs Hr. Daily 27.2 217.6 26.7 213.6 26.7 427.2 18.1 579.2 113.4 169.6 1720.6

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 22.46 35.88 41.4 331.2 41.4 662.4 30.15 964.8 124.75 186.55 4.42 4.86 2607.3 26.88 40.74

Bare Costs Hr. Daily 27.2 217.6 26.7 854.4 18.1 144.8 169.6 462.6 1849

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 25.35 39.66 41.4 1324.8 30.15 241.2 186.55 508.85 13.17 14.49 2599 38.52 54.15

Bare Costs Hr. Daily 27.2 217.6 26.7 854.4 18.1 144.8 18.55 148.4 169.6 375.4 1910.2

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 42.2 337.6 24.38 38.42 41.4 1324.8 30.15 241.2 31 248 186.55 412.95 9.73 10.71 2751.1 34.11 49.13

Bare Costs Hr. Daily 23.85 190.8 23.35 747.2 18.55 593.6 24.1 192.8

Incl. Subs O&P Cost per Manhour Hr. Daily Bare Costs Incl. O&P 39.85 318.8 21.96 37.01 39 1248 31 992 38.45 307.6

1 Steel Worker 1 Dozer, 200 H.P. 1 Pick-up Truck 88 M.H., Daily Totals

26

208 832 113.4 2877.8

48.85

390.8 915.2 124.75 4297.15

10.74 32.7

11.82 48.83

View more...

Comments

Copyright ©2017 KUPDF Inc.
SUPPORT KUPDF