PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK.

1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

RC Footing 2.45 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 19.00 215.00 4,085.00

Sand cu.m 2.00 1,200.00 2,400.00
Gravel cu.m 3.00 1,250.00 3,750.00
16mm x 6m #40 bars 20.00 315.00 6,300.00
10mm x 6m #33 bars 4.00 125.00 500.00
Tiewire kg 4.00 60.00 240.00

SUB-TOTAL 17,275.00 17,275.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 3.00 800.00 2,400.00

2 Skilled days 3.00 700.00 4,200.00
6 Unskilled Laborers days 3.00 600.00 10,800.00

SUB-TOTAL 17,400.00 17,400.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Concrete Mixer DAY 3.00 350.00 1,050.00

Bar Cutting Machine DAY 0.50 350.00 175.00

SUB-TOTAL 1,225.00 1,225.00

D. DIRECT COST 35,900.00
ITEM QUANTITY 2.45 cu.m OCM 3,590.00
CONTRACTORS PROFIT 5,385.00
VALUE ADDED TAX 4,308.00
TOTAL COST 49,183.00
UNIT COST 20,091.09
ADJUSTED UNIT COST 20,091.10
CORRECTED TOTAL COST 49,183.01
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

RC Wall Footing 21.51 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 162.00 215.00 34,830.00

Sand cu.m 10.80 1,200.00 12,960.00
Gravel cu.m 21.60 1,250.00 27,000.00
10mm x 6m #33 bars 300.00 125.00 37,500.00
Tiewire kg 3.00 60.00 180.00

SUB-TOTAL 112,470.00 112,470.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 3.00 800.00 2,400.00

2 Skilled days 3.00 700.00 4,200.00
6 Unskilled Laborers days 3.00 600.00 10,800.00

SUB-TOTAL 17,400.00 17,400.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR
 1 Concrete Mixer DAY 5.00 350.00 1,750.00
Bar Cutting Machine DAY 5.00 350.00 1,750.00

SUB-TOTAL 3,500.00 3,500.00

D. DIRECT COST 133,370.00
ITEM QUANTITY 21.51 cu.m OCM 13,337.00
CONTRACTORS PROFIT 20,005.50
VALUE ADDED TAX 16,004.40
TOTAL COST 182,716.90
UNIT COST 8,493.44
ADJUSTED UNIT COST 8,493.50
CORRECTED TOTAL COST 182,718.12
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

RC Footing Tie Beam 1.60 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 12.00 215.00 2,580.00

Sand cu.m 1.00 1,200.00 1,200.00
Gravel cu.m 2.00 1,250.00 2,500.00
12mm x 6m #40 bars 25.00 315.00 7,875.00
10mm x 6m #33 bars 91.00 125.00 11,375.00
Tiewire kg 10.00 60.00 600.00

SUB-TOTAL 26,130.00 26,130.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 1.00 800.00 800.00

1 Skilled days 1.00 700.00 700.00
4 Unskilled Laborers days 1.00 600.00 2,400.00

SUB-TOTAL 3,900.00 3,900.00

C EQUIPMENT
Bar Cutting Machine DAY 1.00 350.00 350.00

SUB-TOTAL 350.00 350.00

D. DIRECT COST 30,380.00
ITEM QUANTITY 1.60 cu.m OCM 3,038.00
CONTRACTORS PROFIT 4,557.00
VALUE ADDED TAX 3,645.60
TOTAL COST 41,620.60
UNIT COST 26,078.07
ADJUSTED UNIT COST 26,078.10
CORRECTED TOTAL COST 41,620.65
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Column 2.77 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 36.00 215.00 7,740.00

Sand cu.m 5.00 1,200.00 6,000.00
Gravel cu.m 8.00 1,250.00 10,000.00
12mm x 6m #40 bars 96.00 315.00 30,240.00
10mm x 6m #33 bars 48.00 125.00 6,000.00
Tiewire kg 20.00 60.00 1,200.00
Phenolic Board pcs 11.00 800.00 8,800.00
Lumber bd ft 330.00 25.00 8,250.00
 CWN kg 4.00 90.00 360.00

SUB-TOTAL 78,590.00 78,590.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 7.00 800.00 5,600.00

2 Skilled days 7.00 700.00 9,800.00
8 Unskilled Laborers days 7.00 600.00 33,600.00

SUB-TOTAL 49,000.00 49,000.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Cement Mixer DAY 2.00 350.00 700.00

1 Bar Cutting Machine DAY 2.00 350.00 700.00

SUB-TOTAL 1,400.00 1,400.00

D. DIRECT COST 128,990.00
ITEM QUANTITY 2.77 cu.m OCM 12,899.00
CONTRACTORS PROFIT 19,348.50
VALUE ADDED TAX 15,478.80
TOTAL COST 176,716.30
UNIT COST 63,888.76
ADJUSTED UNIT COST 63,888.80
CORRECTED TOTAL COST 176,716.42
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Beam 11.51 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 66 215.00 14,109.31

Sand cu.m 5 1,200.00 6,369.98
Gravel cu.m 10 1,250.00 12,020.78
16mm x 6m #40 bars 25.00 315.00 7,875.00
12mm x 6m #33 bars 24.00 315.00 7,560.00
10mm x 6m #33 bars 119.00 125.00 14,875.00
Tiewire kg 8.00 60.00 480.00
Phenolic Board pcs 34.00 800.00 27,200.00
Lumber bd ft 816.00 25.00 20,400.00
CWN kg 4.03 90.00 363.15

SUB-TOTAL 111,253.21 111,253.21

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 9.00 800.00 7,200.00

4 Skilled days 9.00 700.00 25,200.00
12 Unskilled Laborers days 9.00 600.00 64,800.00

SUB-TOTAL 97,200.00 97,200.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Cement Mixer DAY 2.00 350.00 700.00

1 Bar Cutting Machine DAY 3.00 350.00 1,050.00
1 Scaffoldings 2,595.50

SUB-TOTAL 4,345.50 4,345.50

D. DIRECT COST 212,798.71
ITEM QUANTITY 11.51 cu.m OCM 21,279.87
CONTRACTORS PROFIT 31,919.81
VALUE ADDED TAX 25,535.85
TOTAL COST 291,534.24
UNIT COST 25,319.14
 ADJUSTED UNIT COST 25,319.20
CORRECTED TOTAL COST 291,534.89
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Reinforced Concrete Wall ( 1st Floor & 2nd Floor) 64.19 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 482 215.00 103,630.00

Sand cu.m 32 1,200.00 38,640.00
Gravel cu.m 64 1,250.00 80,375.00
10mm x 6m #33 bars 4.00 125.00 500.00
Welded Wire Mesh pcs 50.00 800.00 40,000.00

SUB-TOTAL 263,145.00 263,145.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 9.00 800.00 7,200.00

4 Skilled days 9.00 700.00 25,200.00
12 Unskilled Laborers days 9.00 600.00 64,800.00

SUB-TOTAL 97,200.00 97,200.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Cement Mixer DAY 10.00 350.00 3,500.00

1 Bar Cutting Machine DAY 0.50 350.00 175.00

SUB-TOTAL 3,675.00 3,675.00

D. DIRECT COST 364,020.00
ITEM QUANTITY 64.19 cu.m OCM 36,402.00
CONTRACTORS PROFIT 54,603.00
VALUE ADDED TAX 43,682.40
TOTAL COST 498,707.40
UNIT COST 7,769.43
ADJUSTED UNIT COST 7,769.50
CORRECTED TOTAL COST 498,711.77
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

2.03 cu.m
Gate Post 0.43 cu.m
Concrete Precast Mould 1.599
A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 16 215.00 3,440.00

Sand cu.m 1 1,200.00 1,320.00
Gravel cu.m 38 1,250.00 47,250.00

SUB-TOTAL 52,010.00 52,010.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 2.00 800.00 1,600.00

1 Skilled days 2.00 700.00 1,400.00
2 Unskilled Laborers days 2.00 600.00 2,400.00

SUB-TOTAL 5,400.00 5,400.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR
 1 Cement Mixer DAY 1.00 350.00 350.00

SUB-TOTAL 350.00 350.00

D. DIRECT COST 57,760.00
ITEM QUANTITY 2.03 cu.m OCM 5,776.00
CONTRACTORS PROFIT 8,664.00
VALUE ADDED TAX 6,931.20
TOTAL COST 79,131.20
UNIT COST 38,961.69
ADJUSTED UNIT COST 38,961.70
CORRECTED TOTAL COST 79,131.21
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Slab on Fill 13.86 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 104 215.00 22,360.00

Sand cu.m 7 1,200.00 8,400.00
Gravel cu.m 14 1,250.00 17,375.00
Welded Wire Mesh pcs 13 800 10,400.00

SUB-TOTAL 58,535.00 58,535.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 5.00 800.00 4,000.00

1 Skilled days 5.00 700.00 3,500.00
4 Unskilled Laborers days 5.00 600.00 12,000.00

SUB-TOTAL 19,500.00 19,500.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Cement Mixer DAY 3.00 350.00 1,050.00

SUB-TOTAL 1,050.00 1,050.00

D. DIRECT COST 79,085.00
ITEM QUANTITY 13.86 cu.m OCM 7,908.50
CONTRACTORS PROFIT 11,862.75
VALUE ADDED TAX 9,490.20
TOTAL COST 108,346.45
UNIT COST 7,815.51
ADJUSTED UNIT COST 7,815.60
CORRECTED TOTAL COST 108,347.66
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Slab Second Floor 18.67 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Cement bags 141 215.00 30,315.00

Sand cu.m 9 1,200.00 11,280.00
Gravel cu.m 9 1,250.00 11,750.00
10mm*6 #33 cu.m 19 1,250.00 23,375.00

SUB-TOTAL 76,720.00 76,720.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 6.00 800.00 4,800.00

1 Skilled days 6.00 700.00 4,200.00
 2 Unskilled Laborers days 6.00 600.00 7,200.00

SUB-TOTAL 16,200.00 16,200.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Cement Mixer DAY 5.00 350.00 1,750.00

SUB-TOTAL 1,750.00 1,750.00

D. DIRECT COST 94,670.00
ITEM QUANTITY 18.67 cu.m OCM 9,467.00
CONTRACTORS PROFIT 14,200.50
VALUE ADDED TAX 11,360.40
TOTAL COST 129,697.90
UNIT COST 6,946.64
ADJUSTED UNIT COST 6,946.70
CORRECTED TOTAL COST 129,699.06
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Earthworks 102.69 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Excavation cu.m 26 700.00 17,889.69

Backfill cu.m 77 700.00 53,993.36

SUB-TOTAL 71,883.05 71,883.05

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 10.00 800.00 8,000.00

0 Skilled days 10.00 700.00 7,000.00
10 Unskilled Laborers days 10.00 600.00 60,000.00

SUB-TOTAL 75,000.00 75,000.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 146,883.05
ITEM QUANTITY 102.69 cu.mOCM 14,688.31
CONTRACTORS PROFIT 22,032.46
VALUE ADDED TAX 17,625.97
TOTAL COST 201,229.78
UNIT COST 1,959.58
ADJUSTED UNIT COST 1,959.60
CORRECTED TOTAL COST 201,231.47
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Steel Works 442.90 sq.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT
ROOF FRAMING
50MM x 150MM x 1.2mm thk.C-PURLINS pcs 59 375.00 22,125.00
50MM x 100MM x 0.8mm thk.C-PURLINS pcs 5 300.00 1,500.00
2"x3" C Purlins x 6m pcs 12 564.00 6,768.00
10 MMØ Sag Rod (typical) x 6m pcs 8 98.00 784.00
 SUB-TOTAL 31,177.00 31,177.00
B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 8.00 800.00 6,400.00

2 Skilled days 8.00 700.00 5,600.00
6 Unskilled Laborers days 8.00 600.00 28,800.00

SUB-TOTAL 40,800.00 40,800.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 71,977.00
ITEM QUANTITY 442.90 sq.m
OCM 7,197.70
CONTRACTORS PROFIT 10,796.55
VALUE ADDED TAX 8,637.24
TOTAL COST 98,608.49
UNIT COST 222.64
ADJUSTED UNIT COST 222.70
CORRECTED TOTAL COST 98,633.83
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Masonry 8.16 sq.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

5'' CHB pcs 113 17.00 1,921.00

Cement bags 9 215.00 1,935.00
Sand cu.m 1 1,200.00 840.00

SUB-TOTAL 4,696.00 4,696.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 3.00 800.00 2,400.00

2 Skilled days 3.00 700.00 2,100.00
6 Unskilled Laborers days 3.00 600.00 10,800.00

SUB-TOTAL 15,300.00 15,300.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 19,996.00
ITEM QUANTITY 8.16 sq.m
OCM 1,999.60
CONTRACTORS PROFIT 2,999.40
VALUE ADDED TAX 2,399.52
TOTAL COST 27,394.52
UNIT COST 3,357.17
ADJUSTED UNIT COST 3,357.20
CORRECTED TOTAL COST 27,394.75
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Tile Works 356.31 sq.m

A. MATERIALS
 DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

40x40cm Tiles (Matte Finish) pcs 493 65.00 32,045.00

30x30cm Tiles (Matte Finish) pcs 330 38.50 12,705.00
20x30cm Tiles (Matte Finish) pcs 384 23.85 9,158.40
Tile Adhesive bags 25 225.00 5,625.00
Vinyl Tile pcs 1232 36.00 44,352.00
Vinyl Adhesive kg 23 685.00 15,755.00
Tile Grout pcs 55 85.00 4,675.00
Portland Cement pcs 41 250.67 10,277.47
Screened Sand cu.m 3.2 1,550.00 4,960.00

SUB-TOTAL 139,552.87 139,552.87

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

5 Skilled days 7.00 700.00 4,900.00

10 Unskilled Laborers days 7.00 600.00 42,000.00

SUB-TOTAL 46,900.00 46,900.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 186,452.87
ITEM QUANTITY 356.31 sq.m
OCM 18,645.29
CONTRACTORS PROFIT 27,967.93
VALUE ADDED TAX 22,374.34
TOTAL COST 255,440.43
UNIT COST 716.91
ADJUSTED UNIT COST 717.00
CORRECTED TOTAL COST 255,474.27
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Doors 1.00 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Metal Flush Door (2.10 x 0.90) pcs 5 11,860.00 59,300.00

Moulded Panel Door (2.10 x 0.80) pcs 15 6,600.00 99,000.00
Metal Flush Door (2.10 x 0.70) pcs 5 2,050.00 10,250.00
PVC Door (2.10 x 0.60) pcs 15 2,320.00 34,800.00
Metal Flush Door (2.10 x 0.60) pcs 2 11,740.00 23,480.00

SUB-TOTAL 226,830.00 226,830.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

10 Skilled days 3.00 700.00 2,100.00

SUB-TOTAL 2,100.00 2,100.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 228,930.00
ITEM QUANTITY 1.00 lot OCM 22,893.00
CONTRACTORS PROFIT 34,339.50
VALUE ADDED TAX 27,471.60
TOTAL COST 313,634.10
UNIT COST 313,634.10
 ADJUSTED UNIT COST 313,634.10
CORRECTED TOTAL COST 313,634.10
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Windows 1.00 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Powder Coated Sliding &Fixed Window (1.2 m x 1.4 m) pcs 5 6,442.00 32,210.00
Powder Coated Sliding &Fixed Window (1.0 m x 1.2 m) pcs 5 2,588.00 12,940.00
Powder Coated Sliding &Fixed Window (1.2 m x 1.0 m) pcs 10 2,588.00 25,880.00
Powder Coated Swing &Fixed Window (1.5 m x 2.0 m) pcs 5 1,211.72 6,058.60
Powder Coated Awning Window (0.4 m x 0.6 m) pcs 7 3,377.00 23,639.00
Powder Coated Sliding &Fixed Window (0.4 m x 1.2 m) pcs 5 2,385.00 11,925.00
Powder Coated Sliding &Fixed Window (1.2 m x 1.2 m) pcs 8 2,598.00 20,784.00
Powder Coated Awning &Fixed Window (1.2 m x 0.6 m) pcs 2 3,377.00 6,754.00

SUB-TOTAL 140,190.60 140,190.60

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

10 Skilled days 3.00 700.00 2,100.00

SUB-TOTAL 2,100.00 2,100.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 142,290.60
ITEM QUANTITY 1.00 cu.m OCM 14,229.06
CONTRACTORS PROFIT 21,343.59
VALUE ADDED TAX 17,074.87
TOTAL COST 194,938.12
UNIT COST 194,938.12
ADJUSTED UNIT COST 194,938.20
CORRECTED TOTAL COST 194,938.20

PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7

LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Opening Reinforcements 1.00 cu.m

STAIR, Door & Window
A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Tire Wire pcs 1 60.00 60.00

10mm*6 #33 pcs 142 125.00 17,750.00

SUB-TOTAL 17,810.00 17,810.00

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

3 Skilled days 3.00 700.00 6,300.00

3 Unskilled Laborers days 3.00 600.00 5,400.00

SUB-TOTAL 11,700.00 11,700.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 29,510.00
ITEM QUANTITY 1.00 cu.m
OCM 2,951.00
CONTRACTORS PROFIT 4,426.50
VALUE ADDED TAX 3,541.20
TOTAL COST 40,428.70
UNIT COST 40,428.70
ADJUSTED UNIT COST 40,428.70
CORRECTED TOTAL COST 40,428.70
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Ceiling Works 221.17 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Metal Furring pcs 89 130.00 11,570.00

Carrying Channel pcs 111 300.00 33,300.00
Wall Angle pcs 56 60.00 3,360.00
W Clip box 11.06 10.00 110.60
Flexboard 9mm pcs 77.00 950.00 73,150.00
Blind River 5/32 x 1/2 box 4.62 180.00 831.60
Self Tapping Screw box 7.70 200.00 1,540.00

SUB-TOTAL 123,862.20 123,862.20

B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 10.00 800.00 8,000.00

5 Skilled days 10.00 700.00 35,000.00
10 Unskilled Laborers days 10.00 600.00 60,000.00

SUB-TOTAL 103,000.00 103,000.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 226,862.20
ITEM QUANTITY 221.17 cu.m
OCM 22,686.22
CONTRACTORS PROFIT 34,029.33
VALUE ADDED TAX 27,223.46
TOTAL COST 310,801.21
UNIT COST 1,405.26
ADJUSTED UNIT COST 1,405.30
CORRECTED TOTAL COST 310,810.20
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Ground Floor to Second Floor Stair 7.51 cu.m

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

Drywalls (304/316) pcs 4 280.00 1,077.97

Square Stainless Steel (50.8 x 25) pcs 9 400.00 3,600.00
Tube Stainless Steel (25 x 1.5 mm) pcs 33 205.00 6,765.00
Welding Rod (3.2 x 350 mm) box 1.00 95.00 95.00
Drywall Screws #8 gauge screws box 3.00 210.00 630.00

SUB-TOTAL 12,167.97 12,167.97

B. LABOR
 NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

1 Construction Foreman days 4.00 800.00 3,200.00

3 Skilled days 4.00 700.00 8,400.00
5 Unskilled Laborers days 4.00 600.00 12,000.00

SUB-TOTAL 23,600.00 23,600.00

C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUNT
EQPT. DAY/HR DAY/HR

1 Welding Machine DAY 1.00 350.00 350.00

SUB-TOTAL 350.00 350.00

D. DIRECT COST 36,117.97
ITEM QUANTITY 7.51 cu.m OCM 3,611.80
CONTRACTORS PROFIT 5,417.70
VALUE ADDED TAX 4,334.16
TOTAL COST 49,481.62
UNIT COST 6,587.01
ADJUSTED UNIT COST 6,587.10
CORRECTED TOTAL COST 49,482.30
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: BRGY. MABINI, ALICIA, ISABELA
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Electrical Works (Rough Ins) 1.00 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT
30mm² THHN WIRE lm 70.00 263.00 18,410.00
2mm² THHN WIRE lm 6.00 24.00 144.00
1mm² BARE CU. WIRE (Meralco Grounding) lm 9.00 60.00 540.00
8mm² BARE CU. WIRE (Meralco Grounding) lm 9.00 120.00 1,080.00
Utility Box pcs 66.00 30.00 1,980.00
Entrance Cap pcs 10.00 30 300.00
Electrical Tape pcs 20.00 30 600.00
PVC Electrical Conduit #1-1 /4" pcs 5.00 100 500.00
PVC Electrical Conduit #1 /2" pcs 105.60 40 4,224.00
PVC Electrical Elbow #1-1 /4" pcs 5.00 20 100.00
PVC Electrical Elbow #1 /2" pcs 111.00 10 1,110.00
Flexible Hose #1 /2 mtr 95.00 10 950.00
Square Box pcs 5.00 25 125.00
SUB-TOTAL 30,063.00 30,063.00
B. LABOR
NO. OF NO. OF
PERSONNEL/CREW UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

SUB-TOTAL
C EQUIPMENT
NO. OF UNIT NO. OF
EQUIPMENT RATE AMOUNT TOTAL AMOUN
EQPT. DAY/HR DAY/HR

SUB-TOTAL
D. DIRECT COST 30,063.00
ITEM QUANTITY 1.00 lot
OCM 300.63
CONTRACTORS PROFIT 4,509.45
VALUE ADDED TAX 3,607.56
TOTAL COST 38,480.64
UNIT COST 38,480.64
ADJUSTED UNIT COST 38,480.70
CORRECTED TOTAL CO 90,378.40
PROJECT TITLE: PROPOSED TWO STOREY RESIDENTIAL BUILDING
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Electrical Works (Fixtures) 1.00 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT

12 Holes, 1 Centermain, Panel Board pcs 5.00 10095.00 50,475.00

20 AMP Circuit Breaker pcs 19.00 360.00 6,840.00
Grounding Rod pcs 5.00 267.00 1,335.00
Panasonic Weather Proof with Cover Duplex Outlet pcs 10.00 1555.00 15,550.00
Panasonic Range Outlet pcs 5.00 1850.00 9,250.00
Panasonic Aircon Unit Outlet pcs 15.00 322.00 4,830.00
Duplex Universal Convenience Outlet pcs 52.00 520.00 27,040.00
Single Gang Switch pcs 29.00 150.00 4,350.00
Double Gang Switch pcs 15.00 200.00 3,000.00
Celing Lamp 24W LED pcs 5.00 234.00 1,170.00
Recessed Ceiling Downlight 5W LED pcs 76.00 305.00 23,180.00
Tripple Gang Switch (Suffixed letters denote lights controlled) pcs 5.00 250.00 1,250.00
Electrical Tape pcs 20 170 3,400.00
SUB-TOTAL 151,670.00 151,670.00
B.
NO. OF NO. OF
UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS

SUB-TOTAL
C. DIRECT COST 151,670.00
ITEM QUANTITY 1.00 OCM lot 1,516.70
CONTRACTORS PROFIT 22,750.50
VALUE ADDED TAX 18,200.40
TOTAL COST 194,137.60
UNIT COST 194,137.60
ADJUSTED UNIT COST 194,137.60
CORRECTED TOTAL CO 294,448,497.92
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Tinning Works 236.58 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT
Twin Hi-Rib Longspan Roof 0.60mm 88 pcs. 683 60104 60104
Tekscrew 2 box 430 860 860
Vulcaseal 4 pcs. 110 440 440
SUB-TOTAL 61,404.00 61,404.00
B.
NO. OF NO. OF
UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS
1 Tinsmith 2 700.000 1400 1400
2 Laborer 2 600.00 1,200.00 1,200.00

SUB-TOTAL
2,600.00 2,600.00
C. DIRECT COST 64,004.00
ITEM QUANTITY 236.58 lot OCM 640.04
CONTRACTORS PROFIT 9,600.60
VALUE ADDED TAX 7,680.48
TOTAL COST 81,925.12
UNIT COST 346.29
ADJUSTED UNIT COST 346.30
CORRECTED TOTAL CO 221,645.85
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Painting Works 1,374.98 lot

A. MATERIALS
DESCRIPTION/PARTICULARS UNIT QTY UNIT COST AMOUNT TOTAL AMOUNT
Neutralizer 46 gal 422 19412 19412
Penetrating Sealer 46 gal 385 17710 17710
Flat Latex/Primer 110 gal 689 75790 75790
Wall Putty 92 gal 189.5 17434 17434
 Semi-Gloss/Gloss Latex 110 gal 219.5 24145 24145
Sand Paper 20 pcs 18 360 360
Paint Brush 2" 4 pcs 15 60 60
Paint Roller 9" 6 pcs 50 300 300
Paint Tray 9" 6 pcs 153 918 918
Masking Tape 6 pcs 99 594 594
SUB-TOTAL 156,723.00 156,723.00
B.
NO. OF NO. OF
UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS
15 Painter 22 537.000 11814 11814

SUB-TOTAL11,814.00 11,814.00
C. DIRECT COST 168,537.00
ITEM QUANTITY 1,374.98 lot OCM 1,685.37
CONTRACTORS PROFIT 25,280.55
VALUE ADDED TAX 20,224.44
TOTAL COST 215,727.36
UNIT COST 156.89
ADJUSTED UNIT COST 156.90
CORRECTED TOTAL CO 264,434.55
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Interior and Exterior Plastering 1,226.61 lot

A. MATERIALS
DESCRIPTION/PARTICULARS QTY UNIT UNIT COST AMOUNT TOTAL AMOUNT
Cement 121 bags 250.67 30331.07 30331.07
Screeened Sand 9.9 cu. m. 385 3811.5 3811.5
SUB-TOTAL 34,142.57 34,142.57
B.
NO. OF NO. OF
UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS
2 Mason 25 947.000 47350 47350
3 Labor 25 645 48,375.00 48,375.00
SUB-TOTAL 47,350.00 47,350.00
C. DIRECT COST 81,492.57
ITEM QUANTITY 1,226.61 lot OCM 814.93
CONTRACTORS PROFIT 12,223.89
VALUE ADDED TAX 9,779.11
TOTAL COST 104,310.49
UNIT COST 85.04
ADJUSTED UNIT COST 85.10
CORRECTED TOTAL CO 69,350.18
PROJECT TITLE: HAMILTON EXECUTIVE RESIDENCES BLK. 1 LOT 3-7
LOCATION: MALAGASANG 2 - IMUS, CAVITE
WORK ITEM COST ESTIMATE SHEET

ITEM NO. ITEM DESCRIPTION QTY. UNIT

Plumbing Works 65.00 fixtures

A. MATERIALS
DESCRIPTION/PARTICULARS QTY UNIT UNIT COST AMOUNT TOTAL AMOUNT
FIXTURES
Water Closet 15 set 5492 82380 82380
Shower Set 10 set 3,500.00 35000 35000
Lavatory Set 15 set 2,304.00 34560 34560
Kitchen Sink Set 5 set 4210 21050 21050
Floor Drain 20 pcs 304 6080 6080
SEWER & DRAINAGE
2 1/2" Ø PVCSP x 3m 22 pcs 250 5500 5500
3" Ø PVCSP x 3m 43 pcs 280 12040 12040
4" Ø PVCSP x 3m 25 pcs 350 8750 8750
4" Ø PVCDP x 3m 25 pcs 370 9250 9250
2 1/2"x3" Ø PVC Tee Reducers 5 30\ 120 600 600
4"x3" Ø PVC Tee Reducers 5 pcs 150 750 750
2"x3" Ø PVC Wye Reducers 15 pcs 200 3000 3000
4"x3" Ø PVC Wye Reducers 5 pcs 250 1250 1250
4" Ø PVC Pipe Tee 5 pcs 300 1500 1500
3" Ø PVC Pipe Tee 25 pcs 250 6250 6250
3" Ø PVC P-trap 10 pcs 180 1800 1800
 2 1/2” Ø PVC P-trap 10 pcs 170 1700 1700
2 1/2" Ø PVC Pipe Coupling 2 pcs 50 100 100
3" Ø PVC Pipe Coupling 18 pcs 70 1260 1260
4" Ø PVC Pipe Coupling 20 pcs 100 2000 2000
3” Ø PVC Pipe 90º Elbow 30 pcs 80 2400 2400
4” Ø PVC Pipe 45º Elbow 25 pcs 120 3000 3000
3” Ø PVC Pipe 45º Elbow 5 pcs 100 500 500
4” Ø PVC Wye 25 pcs 250 6250 6250
3” Ø PVC Wye 5 pcs 200 1000 1000
4” Ø PVC Clean Out 20 pcs 300 6000 6000
3” Ø PVC Clean Out 25 pcs 250 6250 6250
PVC Solvent / Neltex 5 can 250 1250 1250
Epoxy A&B 2 can 450 900 900
Tapelon Tape 5 pcs 25 125 125
Vulcaseal 10 liter 200 2000 2000
Pipe Straps/Hangers 100 pcs 15 1500 1500
Rubber Gaskets/O-Rings 50 liter 150 7500 7500
WATERLINE
1/2” Ø PVC Pipe x 3m 33 pcs 86.9 2867.7 2867.7
3/4” Ø PVC Pipe Pipe x 3m 5 pcs 131.55 657.75 657.75
1/2” Ø PVC Pipe 90º Elbow 105 pcs 11.25 1181.25 1181.25
1/2” Ø PVC Pipe Tee 45 pcs 14 630 630
1/2” X3/4" Ø PVC Pipe Tee Reducer 10 pcs 8 80 80
1/2" Ø PVC Pipe Coupling 15 pcs 3.95 59.25 59.25

SUB-TOTAL 278,970.95 278,970.95

B.
NO. OF NO. OF
UNIT RATE AMOUNT TOTAL AMOUNT
CREW DAYS
1 Plumber days 15 947.000 14205 14205
3 Helper days 15 645 29,025.00 29,025.00
SUB-TOTAL 14,205.00 43,230.00
C. DIRECT COST 322,200.95
ITEM QUANTITY 65.00 FIXTURES OCM 3,222.01
CONTRACTORS PROFIT 48,330.14
VALUE ADDED TAX 38,664.11
TOTAL COST 412,417.22
UNIT COST 6,344.88
ADJUSTED UNIT COST 6,344.90
CORRECTED TOTAL CO 837,524.21
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