UNIT RATE

ITEM NO. DESCRIPTION UNIT VAT EX VAT IN

###

D MISCELLANEOUS WORKS

Non Toxic Waterproofing (To Internal Surfaces and Top Slab)

D.1.1 m2 1,847.09 2,069.00
Sikagard62 or approved equal
D.1.2 3 Ply Membrane Waterproofing (To Exterior Surfaces) m2 1,440.31 1,613.00
D.1.3 PVC Waterstop (12") m 1,303.55 1,460.00
D.2.1 100mm Ø HDPE Perforated Pipe m 1,647.98 1,846.00
D.3.1 CHB Wall (to Manhole) 4" (Including rebar and mortar) m2 809.56 907.00
D.3.2 Plastering (to Manhole) m2

767140313.xlsx Page 1 of 7
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT

Non Toxic Waterproofing (To Internal Surfaces and Top Slab) 1.00 m2
D.1.1
Sikagard62 or approved equal OUTPUT 15

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Concrete Neutralizer 0.16 gal 500.00 80.00 5.33

Concrete Sealer/Primer 0.32 gal 550.00 176.00 11.73
Patching Compound 0.40 gal 650.00 260.00 17.33
Sikagard 62 1.20 gal 13,492.00 16,190.40 1,079.36
Consumables (10% of Materials Cost) 1,670.64 111.38

SUB - TOTAL (A) 18,377.04 1,225.14

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Minor Tools (10% of Labor Cost) 428.32 28.55

SUB - TOTAL (B) 428.32 28.55

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.02 1,185.20 1,202.98 80.20

Skilled Laborer 2.00 1.02 857.12 1,739.95 116.00
Unskilled Laborer 2.00 1.02 660.24 1,340.29 89.35

SUB - TOTAL (C) 4,283.22 285.55

TOTAL DIRECT COST D = (A + B + C) 1,539.24

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 307.85

TOTAL DIRECT & INDIRECT COST F= D + E 1,847.09

VALUE ADDED TAX 12.00% G = F *% 221.65

UNIT COST OF ITEM H = F +G 2,069.00

Prepared by: Reviewed/Approved by:

Cost Estimating Manager Section Head

Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT
1.00 m2
D.1.2 3 Ply Membrane Waterproofing (To Exterior Surfaces)
OUTPUT 10.00

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

3 Ply Membrane Waterproofing 10 m2 620.00 6,200.00 620.00

Logistics (10%) 620.00 62.00
Consumables (10% of Materials Cost) 682.00 68.20

SUB - TOTAL (A) 7,502.00 750.20

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Minor Tools (10%) 409.14 40.91

SUB - TOTAL (B) 409.14 40.91

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.02 1,185.20 1,205.35 120.53

Skilled Laborer 1.00 1.02 857.12 871.69 87.17
Unskilled Laborer 3.00 1.02 660.24 2,014.39 201.44

SUB - TOTAL (C) 4,091.43 409.14

TOTAL DIRECT COST D = (A + B + C) 12,002.57 1,200.26

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 240.05

TOTAL DIRECT & INDIRECT COST F= D + E 1,440.31

VALUE ADDED TAX 12.00% G = F *% 172.84

UNIT COST OF ITEM H = F +G 1,613.00

Prepared by: Reviewed/Approved by:

Juan dela Cruz Juan dela Cruz

Cost Estimating Manager Section Head
Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT
20.00 m
C.1.3 PVC Waterstop (12")
OUTPUT 20

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Waterstop (6" x 1/4") 20.00 m 893.00 17,860.00 893.00

Consumables (5% of Material Cost) 893.00 44.65

SUB - TOTAL (A) 18,753.00 937.65

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Minor Tools (10% of Labor Cost) 270.26 13.51

SUB - TOTAL (B) 270.26 13.51

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.00 1,185.20 1,185.20 59.26

Skilled Laborer 1.00 1.00 857.12 857.12 42.86
Unskilled Laborer 1.00 1.00 660.24 660.24 33.01

SUB - TOTAL (C) 2,702.56 135.13

TOTAL DIRECT COST D = (A + B + C) 21,725.82 1,086.29

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 217.26

TOTAL DIRECT & INDIRECT COST F= D + E 1,303.55

VALUE ADDED TAX 12.00% G = F *% 156.43

UNIT COST OF ITEM H = F +G 1,460.00

Prepared by: Reviewed/Approved by:

Juan dela Cruz Juan dela Cruz

Cost Estimating Manager Section Head
Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT
25.00 m
C.1.4 100mm Ø HDPE Perforated Pipe
OUTPUT 25

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

100mm Ø HDPE Perforated Pipe 25.00 m 1,167.00 29,175.00 1,167.00

Consumables (5% of Material Cost) 1,458.75 58.35

SUB - TOTAL (A) 30,633.75 1,225.35

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Minor Tools (10% of Labor Cost) 336.28 13.45

SUB - TOTAL (B) 336.28 13.45

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.00 1,185.20 1,185.20 47.41

Skilled Laborer 1.00 1.00 857.12 857.12 34.28
Unskilled Laborer 2.00 1.00 660.24 1,320.48 52.82

SUB - TOTAL (C) 3,362.80 134.51

TOTAL DIRECT COST D = (A + B + C) 34,332.83 1,373.31

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 274.66

TOTAL DIRECT & INDIRECT COST F= D + E 1,647.98

VALUE ADDED TAX 12.00% G = F *% 197.76

UNIT COST OF ITEM H = F +G 1,846.00

Prepared by: Reviewed/Approved by:

Juan dela Cruz Juan dela Cruz

Cost Estimating Manager Section Head
Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT
1.00 m2
C.2.1 CHB Wall (to Manhole) 4" (Including rebar and mortar)
OUTPUT 30.60

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

CHB Wall (to Manhole) 4" (Including rebar and mortar) 397.80 pc 15.00 5,967.00 195.00
Cement 16.22 bag 250.00 4,054.50 132.50
Sand 1.22 cu. M 1,600.00 1,958.40 64.00
Reinforcing Steel 68.54 kg 39.00 2,673.22 87.36
#16 Tie Wire 1.53 kg 80.00 122.40 4.00

SUB - TOTAL (A) 14,775.52 482.86

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

One-Bagger mixer 1.00 1.00 500.00 500.00 16.34

Minor tools (10% of labor cost) 488.02 15.95

SUB - TOTAL (B) 988.02 32.29

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.00 1,185.20 1,185.20 38.73

Skilled Laborer 2.00 1.00 857.12 1,714.24 56.02
Unskilled Laborer 3.00 1.00 660.24 1,980.72 64.73

SUB - TOTAL (C) 4,880.16 159.48

TOTAL DIRECT COST D = (A + B + C) 20,643.69 674.63

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 134.93

TOTAL DIRECT & INDIRECT COST F= D + E 809.56

VALUE ADDED TAX 12.00% G = F *% 97.15

UNIT COST OF ITEM H = F +G 907.00

Prepared by: Reviewed/Approved by:

Juan dela Cruz Juan dela Cruz

Cost Estimating Manager Section Head
Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department
 Date Created:

UNIT PRICE ANALYSIS Revision Date:

Revision No.:
REFERENCE NO BILL OF QUANTITY ITEM QUANTITY UNIT
1.00 m2
C.2.1 Plastering (to Manhole)
OUTPUT 28.00

A. MATERIAL COST UNIT PRICE

QTY UNIT UNIT PRICE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Cement 10.50 bag 250.00 2,625.00 93.75

Sand 0.88 cu. m 1,600.00 1,400.00 50.00

SUB - TOTAL (A) 4,025.00 143.75

B. EQUIPMENT COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESCRIPTION / SPECIFICATION COMPONENT

Equipment & Tools (10% Labor Cost) 554.04 19.79

SUB - TOTAL (B) 554.04 19.79

C. LABOR COST UNIT PRICE
QTY DURATION DAILY RATE AMOUNT
DESIGNATION / PRODUCTION RATE COMPONENT

Construction Foreman 1.00 1.00 1,185.20 1,185.20 42.33

Skilled Laborer 2.00 1.00 857.12 1,714.24 61.22
Unskilled Laborer 4.00 1.00 660.24 2,640.96 94.32

SUB - TOTAL (C) 5,540.40 197.87

TOTAL DIRECT COST D = (A + B + C) 10,119.44 361.41

OVERHEAD / CONTINGENCIES / MISC. EXPENSE 10.00%

CONTRACTORS' PROFIT 10.00%
TOTAL INDIRECT COST (Mark Up) 20.00% E = D * % 72.28

TOTAL DIRECT & INDIRECT COST F= D + E 433.69

VALUE ADDED TAX 12.00% G = F *% 52.04

UNIT COST OF ITEM H = F +G 486.00

Prepared by: Reviewed/Approved by:

Juan dela Cruz Juan dela Cruz

Cost Estimating Manager Section Head
Cost Estimating Section Cost Estimating Section
Engineering Department Engineering Department