Vertical Farm

BILL OF MATERIALS AND SUMMARY COST ESTIMATES I.

EARTHWORKS Equipment

Backhoe

Labor 1 Foreman 3Skilled Labor 5 Laborers

Days

Rent per Day

Total Cost

1

P1,800.00

P1,800.00

Days

Wage per Hour

Total Cost

2 2 2

P83.00 P74.00 P63.00

P1,328.00 P3,552.00 P5,040.00

TOTAL COST=P11,720.00 II.

REINFORCING STEEL BARS Materials:

12mm Ф x 6m RSB 16mm Ф x 6m RSB #16 G.I. Tie Wire

Equipment 1 Bar Cutter

Labor 2 Foreman 10 Skilled Labor 6 Laborers

Quantity

Unit Cost

Total Cost

22 pcs 107 pcs 24 kgs.

P180.00 P340.00 P60.00/kg

P3,960.00 P36,380.00 P1440.00

Days

Rent per Day

Total Cost

1

P150.00

P150.00

Days

Wage per Hour

Total Cost

1 1 1

P83.00 P74.00 P63.00

P1,328.00 P5,920.00 P3,024.00

TOTAL COST=P52,202.00 III.

CONCRETE WORKS Materials:

Portland Cement Sand Gravel ¼” Plywood 2”x2”x12’ Lumber 2”x3”x12’ Lumber Common Wire Nail 3” 2” 1”

Quantity

Unit Cost

Total Cost

75 bags 5 cu.m. 10 cu.m. 16 pcs. 16 pcs 80 pcs.

P220.00 P420.00 P730.00 P330.00 P40.00 P40.00

P16,500.00 P2,100.00 P7,300.00 P5,280.00 P640.00 P3,200.00

4 kgs. 7 kgs. 7 kgs.

P70.00/kg P70.00/kg P70.00/kg

P280.00 P490.00 P490.00

Equipment 1 Concrete Mixer 1 Concrete Vibrator

Labor 1 Foreman 6 Skilled Labor 12 Laborers

Days

Rent per Day

Total Cost

2 2

P1,248.00 P1,224.00

P2496.00 P2448.00

Days

Wage per Hour

Total Cost

3 3 3

P83.00 P74.00 P63.00

P1,992.00 P10,656.00 P18,144.00

TOTAL COST=P71,816.00 IV.

STRUCTURAL STEEL WORKS Materials:

Quantity

Unit Cost

Total Cost

W460 x 74 W250 x 89 W360 x 33 0.5m x 0.5m x 15mm Base Plate 20mm x 400mm Anchor Bolt Welding Rod Oxy-Acetylene Refill Grinding Disc Vulcract Deck Model

56m 15m 85m 4 pcs 48 pcs 10 box 10 sets 30 pcs 15 sets

74.4kg/m P75.00/kg 89.3kg/m P75.00/kg

32.7kg/m 75.00/kg P1,400.00 P200.00 P3,020.00 P1,900.00 P150.00 P1,800.00

P312,480.00 P100,462.50 P208,462.50 P5,600.00 P9,600.00 P30,200.00 P19,000.00 P4,500.00 P27,000.00

Equipment

Days

Rent per Day

Total Cost

3 5 5 2

P5,500.00 P400.00 P180.00 P150.00

P16,500.00 P4,000.00 P900.00 P300.00

Days

Wage per Hour

Total Cost

5 5 5

P83.00 P74.00 P63.00

P9,960.00 P41,440.00 P40,320.00

1 Crane 2 Welding Machine Acetylene Tools 1 Bar Cutter

Labor 3 Foreman 14 Skilled Labor 16 Laborers

TOTAL COST=P830,725.00 V.

MASONRY WORKS Materials:

Portland Cement Sand Gravel 150 x 200 x 400mm CHB 100 x 200 x 400mm CHB 10mm dia. x 6m RSB 16mm dia. x 6m RSB #16 G.I. Tie Wire

Quantity

Unit Cost

Total Cost

799 bags 64 cu.m. 130 cu.m. 1311 pcs. 1613 pcs. 98 pcs 30 pcs 15 kgs.

P220.00 P420.00 P730.00 P12.00 P9.00 P125.00 P340.00 P60.00/kg

P175,780.00 P26,880.00 P94,900.00 P15,732.00 P14,517.00 P12,250.00 P10,200.00 P900.00

Equipment 3

1 10m Transit Mixer 2 Concrete Vibrator

Labor 5 Foreman 10 Skilled Labor 10 Laborers

Days

Rent per Day

Total Cost

2 2

P3,500.00 P1,224.00

P7,000.00 P4,896.00

Days

Wage per Hour

Total Cost

6 6 6

P83.00 P74.00 P63.00

P19,920.00 P35,520.00 P30,240.00

TOTAL COST=P448,735.00 VI.

STEEL WORKS Materials:

2” dia. x 12’ Stainless Steel Stainless Steel Welding Rod 12mm x 6m Square Bar Grinding Disc Oxy-Actylene Refill

Equipment 1 Welding Machine Acetylene Tools

Labor 2 Foreman 4 Skilled Labor 4 Laborers

Quantity

Unit Cost

Total Cost

5 pcs 3 kgs. 10 pcs. 1 pc 1 set

P2,950.00 P630.00 P214.00 P150.00 P1,900.00

P14,750.00 P1,890.00 P2,140.00 P150.00 P1,900.00

Days

Rent per Day

Total Cost

2 2

P400.00 P180.00

P800.00 P360.00

Days

Wage per Hour

Total Cost

2 2 2

P83.00 P74.00 P63.00

P2,656.00 P4,736.00 P4,032.00

TOTAL COST=P33,414.00 VII.

DOORS AND WINDOWS Materials:

0.90m width x 2.10m Height Panel Door w/ 2”x5” Wood Door Jamb 0.80m width x 2.10m Height Marine Flash Door w/ 2”x5” Wood Door Jamb 1m x 3m Fixed Window w/ Steel Casement

Equipment 1 Crane

Quantity

Unit Cost

Total Cost

3 sets

P4,500.00

P13,500.00

2 sets

P4,500.00

P9,000.00

42 sets

P6,000.00

P252,000.00

Days

Rent per Day

Total Cost

1

P5,500.00

P5,500

Labor 1 Foreman 8 Skilled Labor 4 Laborers

Days

Wage per Hour

Total Cost

3 3 3

P83.00 P74.00 P63.00

P1,992.00 P14,208.00 P6,048.00

TOTAL COST=P302,248.00 VIII.

TILE WORKS Materials:

C.R. 0.2m x 0.3m Tiles (Wall) 0.2m x 0.2m Tiles (Floor) Lavatory 0.2m x 0.2m Tiles Stairs 0.2m x 0.2m Tiles Main Floor 0.4m x 0.4m Tiles Tile Adhesive Portland Cement Sand

Labor 2 Foreman 6 Skilled Labor 10 Laborers

Quantity

Unit Cost

Total Cost

480 pcs 175 pcs

P27.00 P16.00

P12,960.00 P2,800.00

250 pcs.

P16.00

P4,000.00

385 pcs.

P16.00

P6,160.00

760 pcs 20 bags 49 bags 3 cu. m.

P70.00 P275.00 P220.00 P420.00

P53,200.00 P5,500.00 P10,780.00 P1,260.00

Days

Wage per Hour

Total Cost

10 10 10

P83.00 P74.00 P63.00

P13,280.00 P35,520.00 P50,400.00

TOTAL COST=P195,860.00 IX.

PLUMBING WORKS Materials:

Water Closet w/ Fittings and Accessories Lavatory w/ Fitting and Accessories Faucet, Bronze 100mm Floor Drain Teflon Tape PVC Cement Solvent Water Supply 12mm x 3m G.I. Pipe 12mm G.I. Tee 12mm G.I. Elbow 12mm G.I. Coupling Waste Line 50mm x 3m PVC Pipe 50mm x 100mm PVCTee Reducer 50mm x 100mm PVC Wye 50mm PVC Tee

Quantity

Unit Cost

Total Cost

2 sets

P4,635.00

P9,270.00

2 sets

P4,944.00

P9,888.00

6 sets 2 pcs. 100 pcs 50 lit.

P275.00 P150.00 P15.00 P180.00

P1,650.00 P300.00 P1,500.00 P9,000.00

33 pcs. 20 pcs 43 pcs 12 pcs.

P80.00 P15.00 P12.00 P18.00

P2,640.00 P300.00 P516.00 P216.00

44 pcs

P300.00

P13,200.00

8 pcs.

P130.00

P1,040.00

2 pcs 8 pcs

P130.00 P50.00

P260.00 P400.00

50mm PVC Elbow 50mm PVC P-trap 100mm x 3m PVC Pipe 100mm PVC Elbow 100mm PVC Wye 100mm Clean Out w/ Plug and Seal Downspout 75mm x 3m PVC Pipe 75mm PVC Elbow 75mm PVC Tee 75mm PVC Coupling

Labor 3 Foreman 12 Skilled Labor 6 Laborers

18 pcs 8 pcs 4 pcs. 3 pcs. 1 pc.

P45.00 P85.00 P700.00 P120.00 P200.00

P810.00 P680.00 P2,800.00 P360.00 P200.00

1 pc.

P85.00

P85.00

27 pcs. 66 pcs. 36 pcs. 19 pcs.

P700.00 P120.00 P65.00 P120.00

P18,900.00 P7,920.00 P2,340.00 P2,280.00

Days

Wage per Hour

Total Cost

8 8 8

P83.00 P74.00 P63.00

P15,936.00 P56,832.00 P24,192.00

TOTAL COST=P183,515.00 X.

ELECTRICAL WORKS Materials:

Pin Light One-way switch Three-way switch 5.5mm2 Copper Wire 15mm dia. Flexible Hose Electrical Tape, Big

Labor 2 Foreman 8 Skilled Labor 6 Laborers

Quantity

Unit Cost

Total Cost

50 sets 4 pcs 4 pcs. 97m 300m 10 rolls

P375.00 P60.00 P90.00 P33.00 P12.00 P30.00

P18,750.00 P240.00 P360.00 P3,201.00 P3,600.00 P300.00

Days

Wage per Hour

Total Cost

7 7 7

P83.00 P74.00 P63.00

P9,296.00 P33,152.00 P21,168.00

TOTAL COST=P90,067.00 XI.

PAINTING WORKS Materials:

Concrete Neutralizer Latex Paint (White) Semi-gloss Latex Paint Acricolor Paint Roller Paint Pan Paint Brush, 3” Paint Brush, 2” Paint Brush, 1”

Quantity

Unit Cost

Total Cost

5 gal. 5 gal. 7 gal. 5 lit. 3 pcs. 3 pcs. 5 pcs. 5 pcs. 5 pcs.

P103.00 P400.00 P495.00 P150.00 P85.00 P45.00 P70.00 P48.00 P32.00

P515.00 P2,000.00 P3,465.00 P750.00 P255.00 P135.00 P350.00 P240.00 P160.00

Labor 2 Foreman 8 Skilled Labor 10 Laborers

Days

Wage per Hour

Total Cost

12 12 12

P83.00 P74.00 P63.00

P15,936.00 P56,832.00 P60,480.00

TOTAL COST=P141,118.00

TOTAL ESTIMATED COST= P 2,361,420.00

GANTT CHART Phase A

Task 1 2 3 4 5 6 7

B 8 9 10 11 12 13 14 C 15 16 17 18 19 D 20 21 22 23 24 25 26 27 28

Activities Contracts Supply Lot Sale Agreement Supply Construction Agreement Supply Contract Plans Supply Contract Specifications Supply Contract Site Plan Secure Financing Construction Loan Settlement Document Review & Revision Review & Finalize Plans Review & Finalize Specifications Review & Finalize Site Plan Print Construction Drawings Approve Revised Plans Approve Revised Specifications Approve Revised Site Plan Bids & Contracts Make Copies of Plans Make Copies of Specifications Distribute Plans & Specifications Receive Bids Review Bids Building Permits Schedule lot stake-out Stake lot File Building Permit Application Walk Lot w/ Owner Install Construction Entrance Municipal Permit Process Building Permit Approved Pay Permit Fees and Taxes Building Permit Issued

S 1 1 1 1 1 1 1 1 2 2 2 20 21 21 21 21 22 22 22 22 24 32 22 22 22 22 22 22 22 35 35 35

E 1 1 1 1 1 1 1 1 21 19 20 21 21 21 21 21 35 22 22 23 31 35 35 22 22 23 22 22 35 35 35 35

D Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 1 1 1 1 1 1 1 1 20 18 19 2 1 1 1 1 14 1 1 2 8 4 14 1 1 2 1 1 14 1 1 1 Week 8 Week 9 Week 10 Week 11 Week 12 Week 13 Week 14 Week 15 Week 16 Week 17

E 29 30 31 32 F 33 34 35 36 37 38 39 40 41 G 42 43 44 45 46 47 48 49 50 51 52 H 53 54 55 56 57 58 59

Site Work Clear Lot Strip Topsoil & Stockpile Stake Lot for Excavation Excavate for foundation Foundation Layout footings Dig Footings & Install Reinforcing Footing Inspection Lumber Delivery Pour footings Build Block Foundation Fill Block Cores w/ Concrete Steel Delivery Set Lintels, Bolts, Cap Block Carpentry Set Steel Basement Deck Framing Basement Wall Framing Ground Floor Deck Framing Ground Floor Wall Framing 2nd Floor Deck Framing 2nd Floor Wall Framing 3rd Floor Deck Framing 3rd Floor Wall Framing 4th Floor Deck Framing 4th Floor Wall Framing Concrete Slabs Slab Preparation Stair Preparation Pour Basement Slab Pour Ground Floor Slab Pour 2nd Floor Slab Pour 3rd Floor Slab Pour 4th Floor Slab and Stair Slab

36 36 36 36 37 38 38 38 38 38 39 39 40 40 40 42 42 44 45 44 46 44 46 44 46 44 46 46 47 47 48 48 48 48 48

37 36 36 36 37 41 38 38 38 38 39 39 41 41 41 46 43 44 45 44 46 44 46 44 46 44 46 47 47 47 48 48 48 48 48

2 1 1 1 1 4 1 1 1 1 1 1 2 2 2 5 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 Week 10 Week 11 Week 12 Week 13 Week 14 Week 15 Week 16 Week 17 Week 17 Week 19

I

J

60 61 62 63 64

K 65 66 67 68 L 69 70 M 71 N 72 73 74 75 76 77 78 O 79 80 81 82 P 83 Q 84 85

H.V.A.C. HVAC Layout & Measure HVAC Set Indoor Units Plumbing Rough-in Plumbing Layout Plumbing rough-in Electric Rough-in Set Electric Boxes Install Electric Service Panel Electrical Walk-through Electrical Rough-wire Exterior Finishes Install Windows & Doors Siding Floor Finishes Ceramic Tile Paint Prep Drywall for Prime Coat Prime Paint Drywall Prep Trim for Prime Coat Prime Trim Finish Coat Drywall Caulk Exterior Windows & Door Finish Coat Exterior Trim & Siding Interior Trim Interior Trim Delivery Install Interior Doors Install Interior Trim Install Cabinetry Plumbing Trim Set Fixtures Electrical Final Trim Switch & Plug Install Fixtures

49 49 52 49 49 52 55 55 55 56 56 55 55 55 57 57 57 57 59 61 62 64 67 69 67 67 68 68 71 70 70 71 71 71

56 8 51 3 56 5 54 6 51 3 54 3 60 6 55 1 55 1 56 1 60 5 60 6 57 3 60 6 66 10 66 10 69 13 58 2 60 2 61 1 63 2 67 4 68 2 69 1 72 6 68 2 68 1 70 3 72 2 70 1 70 1 71 1 71 1 71 1 Week 10 Week 11 Week 12 Week 13 Week 14 Week 15 Week 16 Week 17 Week 18 Week 19

R 86 87 88 89 90

Cleaning Windows Rough Clean Final Clean Final Walk-through Move-in

71 71 71 73 75 75

75 72 72 74 75 75

5 2 2 2 1 1

PERT/CPM ACTIVITY Beginning A B B C D E F G H H I I J J K K L L M N N N O P Q

Ending B C D E E F G H I J M N K L M N M N O O P Q R R R

ACTIVITY TIME (days) a 0.5 15 15 10 10 1 2 3 1 1 5 5 4 4 1 1 1 1 6 9 11 13 3 0.5 0.5

m 1 20 20 14 14 2 4 5 2 2 8 8 6 6 2 2 2 2 10 10 13 14 4 1 1

b 1.5 30 30 16 16 3 7 10 4 4 10 10 8 8 3 3 3 3 15 12 14 16 5 2 2

PATH A-B-C-E-F-G-H-I-M-O-R A-B-C-E-F-G-H-I-N-O-R A-B-C-E-F-G-H-I-N-P-R A-B-C-E-F-G-H-I-N-Q-R A-B-C-E-F-G-H-J-K-M-O-R A-B-C-E-F-G-H-J-K-N-O-R A-B-C-E-F-G-H-J-K-N-P-R A-B-C-E-F-G-H-J-K-N-Q-R A-B-C-E-F-G-H-J-L-M-O-R A-B-C-E-F-G-H-J-L-N-O-R A-B-C-E-F-G-H-J-L-N-P-R A-B-C-E-F-G-H-J-L-N-Q-R A-B-D-E-F-G-H-I-M-O-R A-B-D-E-F-G-H-I-N-O-R A-B-D-E-F-G-H-I-N-P-R A-B-D-E-F-G-H-I-N-Q-R A-B-D-E-F-G-H-J-K-M-O-R A-B-D-E-F-G-H-J-K-N-O-R A-B-D-E-F-G-H-J-K-N-P-R A-B-D-E-F-G-H-J-K-N-Q-R A-B-D-E-F-G-H-J-L-M-O-R A-B-D-E-F-G-H-J-L-N-O-R A-B-D-E-F-G-H-J-L-N-P-R A-B-D-E-F-G-H-J-L-N-Q-R

=

+4 + 6

Where: a= most optimistic time for an activity b= most pessimistic time for an activity m=most likely time for an activity te=expected completion time

CRITICAL PATHS: A-B-C-E-F-G-H-J-K-N-Q-R A-B-C-E-F-G-H-J-L-N-Q-R A-B-D-E-F-G-H-J-K-N-Q-R A-B-D-E-F-G-H-J-L-N-Q-R

a

m

b

46.5 49.5 49 51 46.5 49.5 47 51 46.5 49.5 49 51 46.5 49.5 49 51 45.5 48.5 48 51 46.5 49.5 49 51

70 70 70 71 70 70 70 71 70 70 70 71 70 70 70 71 70 70 70 71 70 70 70 71

101.5 98.5 97.5 99.5 102.5 99.5 98.5 100.5 102.5 99.5 98.5 100.5 101.5 98.5 97.5 99.5 102.5 99.5 98.5 100.5 102.5 99.5 98.5 100.5

te 71.33333 71.33333 71.08333 72.41667 71.5 71.5 70.91667 72.58333 71.5 71.5 71.25 72.58833 71.33333 71.33333 71.08333 72.41667 71.33333 71.33333 71.08333 72.58833 71.5 71.5 71.25 72.58833